JP2018035624A - Wooded building construction - Google Patents

Wooded building construction Download PDF

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JP2018035624A
JP2018035624A JP2016171271A JP2016171271A JP2018035624A JP 2018035624 A JP2018035624 A JP 2018035624A JP 2016171271 A JP2016171271 A JP 2016171271A JP 2016171271 A JP2016171271 A JP 2016171271A JP 2018035624 A JP2018035624 A JP 2018035624A
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roof
ceiling
beams
lower chord
fire
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JP6910769B2 (en
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一男 斉藤
Kazuo Saito
一男 斉藤
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Lumbertec Co Ltd
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Lumbertec Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To secure a wide interior space by setting a ceiling at a higher position or lowering a roof with the same ceiling height while bond timber can be omitted.SOLUTION: A ceiling plate 140 is fitted to a lower chord 154 of a roof unit 150, and no bond timber is provided. Employing a truss roof structure enables force applied to beams 100, 102, 104 to be dispersed toward an upper chord 152 through an oblique web material 158, and the strength of the building is thereby improved so as to prevent a decrease in strength which may be caused as no bond timber is provided. Eliminating the need for the bond timer between beams enables the ceiling plate 140 to be fitted to the lower chord 154 of the roof unit 150, and the ceiling is made higher so as to obtain a wide interior space.SELECTED DRAWING: Figure 1

Description

本発明は、木造建築構造に関するものであり、特に、屋根及び天井の構造の改良に関するものである。   The present invention relates to a wooden building structure, and more particularly to an improvement in the structure of a roof and a ceiling.

木造の建築物では、地震などにおいて生ずる水平方向の力による建物の変形を防ぐため、火打ち梁(以下単に「火打ち」という)が設けられている。水平方向に設けられている梁にかかる水平力を火打ちで分散させることによって、建物の強度の向上を図っている。   In a wooden building, a fire beam (hereinafter simply referred to as “fire-fire”) is provided in order to prevent deformation of the building due to a horizontal force caused by an earthquake or the like. The strength of the building is improved by dispersing the horizontal force applied to the beams provided in the horizontal direction with fire.

通常、火打ちは、梁や吊り束などと同様に、天井板によって隠されており、部屋側から火打ちが直接目につかないような構造としている。   Usually, the fire is hidden by a ceiling board, like a beam or a hanging bundle, so that the fire is not directly visible from the room side.

図4には、その一例が示されており、梁10,12,14がほぼ平行に設けられており、それらにほぼ直交して梁16,18,・・・が設けられている。これらの梁10〜18,・・・は、柱20,22,24,26,・・・によって支えられている。梁10と梁16の角部内側には火打ち(筋交い)30が斜めに設けられており、梁14と梁16の角部内側には火打ち32が斜めに設けられている。梁16,18,・・・には、複数の束54が適宜の間隔で垂直方向に設けられている。束54の上端に、梁10,12,14の方向に棟木55,母屋56が設けられている。そして、これら棟木55,母屋56と直交する方向に垂木60が適宜の間隔で多数設けられている。束54を、中心から両端の梁10,14に向かって長さが順次小さくなるようにすることで、垂木60に勾配が生じ、これが屋根の勾配となる。   FIG. 4 shows an example thereof. The beams 10, 12, and 14 are provided substantially in parallel, and the beams 16, 18,. These beams 10-18, ... are supported by pillars 20, 22, 24, 26, .... Fire struts 30 are diagonally provided inside the corners of the beams 10 and 16, and fire strikes 32 are obliquely provided inside the corners of the beams 14 and 16. In the beams 16, 18,..., A plurality of bundles 54 are provided in the vertical direction at appropriate intervals. At the upper end of the bundle 54, a purlin 55 and a purlin 56 are provided in the direction of the beams 10, 12, and 14. A large number of rafters 60 are provided at appropriate intervals in a direction orthogonal to the purlin 55 and the purlin 56. By making the bundle 54 have a length that decreases sequentially from the center toward the beams 10 and 14 at both ends, a gradient is generated in the rafter 60, which becomes a gradient of the roof.

前記垂木60の上には、野地板(図示せず)が設けられる。また、上述した梁16,18,・・・の下側に、天井板が設けられる。これにより、火打ち30,32,束54,棟木55,母屋56などの天井裏の部分が、部屋側から見て隠れるようになる。   A base plate (not shown) is provided on the rafter 60. In addition, a ceiling plate is provided below the beams 16, 18,. As a result, the parts behind the ceiling such as the fire striking 30, 32, the bundle 54, the purlin 55, the purlin 56, and the like are hidden from the room side.

上述した背景技術のように、火打ち30,32を天井板で隠すような構造とすると、天井の高さは、梁16,18,・・・の下側となってしまう。   As in the background art described above, if the structure is such that the fire striking 30, 32 is concealed by the ceiling board, the height of the ceiling will be below the beams 16, 18,.

これに対し、例えば、下記特許文献1には、天井を火打ちの上側に設けるとともに、火打ちを内壁から突出させるようにして、天井裏となっていた空間も取り込んだ、天井の高い開放的な部屋構造が開示されている。   On the other hand, for example, in Patent Document 1 below, an open room with a high ceiling, in which a ceiling is provided on the upper side of the firework and the firework is made to protrude from the inner wall so that the space that has become the back of the ceiling is also taken in. A structure is disclosed.

特開平11-117434号公報JP-A-11-117434

しかしながら、上述した背景技術は、いわば野地板が天井板と兼用された天井裏が剥き出しの構造であり、火打ちがそのまま露出することとなって、必ずしも好ましいとは言えない。   However, the above-described background art has a structure in which the back of the ceiling, in which the field plate is also used as the ceiling plate, is exposed, and the fire is exposed as it is, which is not necessarily preferable.

本発明は、以上のような点に着目したもので、その目的は、火打ちを省略して、天井の位置を高くするか、同じ天井高さであれば、屋根を低くすることである。他の目的は、広い室内空間を得ることである。   The present invention pays attention to the points as described above, and its purpose is to omit the firing and raise the position of the ceiling, or to lower the roof if the ceiling height is the same. Another object is to obtain a large indoor space.

本発明は、柱で支えられた梁の上に屋根が設けられる木造建築構造であって、前記屋根を支える屋根ユニットを、上弦材,ウェブ材,下弦材を含むトラス構造とすることで、前記梁の間の火打ちを省略するとともに、前記下弦材に天井を設けたことを特徴とする。   The present invention is a wooden building structure in which a roof is provided on a beam supported by a pillar, and the roof unit supporting the roof is a truss structure including an upper chord material, a web material, and a lower chord material, It is characterized by omitting the burning between the beams and providing a ceiling on the lower chord material.

更に他の発明は、柱で支えられた梁の上に屋根が設けられる木造建築構造であって、前記屋根を支える屋根ユニットを、上弦材,ウェブ材,下弦材を含むトラス構造とするとともに、このトラス構造と野地板によって必要な強度を確保することによって、前記梁の間の火打ちを省略し、前記下弦材に天井を設けたことを特徴とする。   Still another invention is a wooden building structure in which a roof is provided on a beam supported by a pillar, and the roof unit supporting the roof is a truss structure including an upper chord material, a web material, and a lower chord material, The truss structure and the field plate ensure the necessary strength, thereby eliminating the fire between the beams and providing a ceiling on the lower chord material.

主要な形態の一つは、前記屋根ユニットの上弦材,ウェブ材,下弦材としてツーバイ材を使用したことを特徴とする。本発明の前記及び他の目的,特徴,利点は、以下の詳細な説明及び添付図面から明瞭になろう。   One of the main forms is characterized in that a two-by material is used as the upper chord member, the web member, and the lower chord member of the roof unit. The above and other objects, features and advantages of the present invention will become apparent from the following detailed description and the accompanying drawings.

本発明によれば、屋根をトラス構造とするなどによって必要な強度を得ることとしたので、火打ちを省略することができ、天井の位置を高くするか、同じ天井高さであれば、屋根を低くすることができる。   According to the present invention, since the roof has a truss structure, the necessary strength can be obtained, so that it is possible to omit fire-fighting. Can be lowered.

本発明の実施例1の建築構造を示す主要斜視図である。It is a principal perspective view which shows the building structure of Example 1 of this invention. 前記実施例1と背景技術における天井と屋根の高さの関係を比較して示す図である。It is a figure which compares and shows the relationship of the height of the ceiling and roof in the said Example 1 and background art. 本発明の実施例2の建築構造を示す主要斜視図である。It is a principal perspective view which shows the building structure of Example 2 of this invention. 従来の建築構造の一例を示す斜視図である。It is a perspective view which shows an example of the conventional building structure.

以下、本発明を実施するための形態を、実施例に基づいて詳細に説明する。   Hereinafter, the form for implementing this invention is demonstrated in detail based on an Example.

最初に、図1を参照しながら、本発明の実施例1について説明する。同図において、梁100に直交して、梁102,104が平行に設けられており、これらの梁100,102,104は、柱106,108,110によって支えられている。なお、他に、図示しない梁や柱も存在する。梁100,102,104上には、複数の屋根ユニット150が適宜の間隔で平行に設けられる。屋根ユニット150は、トラス構造(ダブルハウトラス)となっており、上弦材152,下弦材154と、それらを支えるウェブ材156,158によって構成されている。ウェブ材156の間に、斜めにウェブ材158が設けられており、これによってトラスが形成されている。上弦材152,下弦材154,ウェブ材156,158の接合は、例えばネイルプレートによって行われている。なお、軒の出は図示していないが、必要に応じて設けられる。   First, Embodiment 1 of the present invention will be described with reference to FIG. In the drawing, beams 102 and 104 are provided in parallel to each other perpendicular to the beam 100, and these beams 100, 102, and 104 are supported by columns 106, 108, and 110. In addition, there are other beams and columns not shown. On the beams 100, 102, and 104, a plurality of roof units 150 are provided in parallel at appropriate intervals. The roof unit 150 has a truss structure (double howtruss), and includes an upper chord material 152, a lower chord material 154, and web materials 156 and 158 that support them. A web material 158 is provided obliquely between the web materials 156, thereby forming a truss. The upper chord member 152, the lower chord member 154, the web members 156 and 158 are joined by, for example, a nail plate. Although the eaves are not shown, they are provided as necessary.

上述した屋根ユニット150は、梁102,104間に、適宜の間隔で多数配置される。そして、屋根ユニット150の下弦材154に対して、天井板140が取り付けられる。すなわち、梁100,102,104の上端側に、天井が設けられる。一方、ウェブ材156は、中心から両端に向かって順次長さが短くなっており、これによって上弦材152に勾配が生ずるようになっている。前記上弦材152上には、野地板142を設ける。   A large number of the above-described roof units 150 are arranged between the beams 102 and 104 at an appropriate interval. Then, the ceiling board 140 is attached to the lower chord material 154 of the roof unit 150. That is, the ceiling is provided on the upper end side of the beams 100, 102, and 104. On the other hand, the length of the web material 156 is gradually reduced from the center toward both ends, so that the upper chord material 152 is inclined. A base plate 142 is provided on the upper chord material 152.

ところで、本実施例によれば、上述したように、屋根ユニット150の下弦材154に対して、天井板140が取り付けられ、背景技術のような火打ちは設けられない。しかし、火打ちを設けないことによる強度低下は、トラス屋根構造とすることで補っている。すなわち、トラス屋根構造とすることで、梁100,102,104にかかる水平力を、斜めのウェブ材158を通じて上弦材152の方向に分散させることができ、更には、上弦材152から野地板142の方向にも力が分散されるようになり、十分な水平力に対する強度を得ることができる。   By the way, according to the present embodiment, as described above, the ceiling board 140 is attached to the lower chord member 154 of the roof unit 150, and no fire is provided as in the background art. However, the strength reduction due to the absence of fire is compensated for by using a truss roof structure. That is, with the truss roof structure, the horizontal force applied to the beams 100, 102, and 104 can be dispersed in the direction of the upper chord material 152 through the oblique web material 158, and further, the upper chord material 152 and the base plate 142 In this direction, the force is distributed, and sufficient strength against horizontal force can be obtained.

このように、本実施例によれば、トラス屋根構造とすることによって、梁の間の火打ちをなくすことができる。このため天井板140を、屋根ユニット150の下弦材154に取り付けることができ、天井を高くして、広い室内空間を得ることができる。図2には、その様子が示されており、(A)は上記実施例の場合であり、(B)は背景技術の場合である。屋根の高さが同じであるとすると、本実施例の天井のほうが高さH分高くなる。同図(C),(D)は天井の高さを同じとした場合であり、本実施例の(C)のほうが屋根をH分低くすることができる。   As described above, according to the present embodiment, by using the truss roof structure, it is possible to eliminate burning between the beams. For this reason, the ceiling board 140 can be attached to the lower chord material 154 of the roof unit 150, and the ceiling can be raised to obtain a wide indoor space. FIG. 2 shows the situation, (A) is the case of the above embodiment, and (B) is the case of the background art. If the height of the roof is the same, the ceiling of the present embodiment is higher by the height H. FIGS. 4C and 4D show the case where the height of the ceiling is the same, and the roof of the embodiment (C) can be lowered by H.

次に、本発明の実施例2について説明する。実施例2は、屋根ユニットのトラス構造を他の構成(フィンクトラス)とした例で、屋根ユニット170は、上弦材172と、下弦材174と、それらの間のウェブ材176,178とによって構成されている。すなわち、上弦材172と、下弦材174によって全体が三角形に構成されており、それらの間に複数のウェブ材176,178を斜めに設けることによって、上弦材172にかかる荷重を垂直方向及び水平方向に分散させる構造となっている。   Next, a second embodiment of the present invention will be described. Example 2 is an example in which the truss structure of the roof unit has another configuration (fink truss), and the roof unit 170 is configured by an upper chord member 172, a lower chord member 174, and web members 176 and 178 therebetween. Has been. In other words, the upper chord member 172 and the lower chord member 174 are formed in a triangular shape as a whole, and a plurality of web members 176 and 178 are obliquely provided between them, thereby applying a load applied to the upper chord member 172 in the vertical direction and the horizontal direction. It is structured to be dispersed.

なお、本発明は、上述した実施例に限定されるものではなく、本発明の要旨を逸脱しない範囲内において種々変更を加えることができる。例えば、以下のものも含まれる。
(1)屋根の構造としては、切妻,寄棟,片流れなど、各種の種類があるが、いずれであっても、本発明は適用可能である。
(2)屋根ユニットのトラス構造としては、上述したダブルハウトラスやフィンクトラスの他に各種のものが知られており、いずれを適用してもよい。
(3)前記実施例では、屋根ユニットを並列に組み合わせるようにして屋根を組み立てたが、各種の公知の組み立て方としてよい。
(4)上弦材,ウェブ材,下弦材や野地板などの木材としては、SPFやホワイトウッドなど、公知の各種のものを使用してよい。また、サイズとしては、ツーバイ材を用いるようにしてよい。
(5)前記実施例では、トラス構造によって火打ちを省略することとしたが、トラス構造と野地板によって必要な強度を確保することで火打ちを省略し、前記下弦材に天井を設けるようにしてもよい。
In addition, this invention is not limited to the Example mentioned above, A various change can be added in the range which does not deviate from the summary of this invention. For example, the following are also included.
(1) There are various types of roof structures, such as gables, dormitories, and single flows, but the present invention is applicable to any type.
(2) As the truss structure of the roof unit, various types are known in addition to the above-described double-how truss and fink truss, and any of them may be applied.
(3) In the above embodiment, the roof is assembled by combining the roof units in parallel, but various known assembly methods may be used.
(4) As wood such as upper chord material, web material, lower chord material and field board, various known materials such as SPF and white wood may be used. Further, as a size, a two-by material may be used.
(5) In the above embodiment, the fire striking is omitted by the truss structure, but the fire striking is omitted by ensuring the necessary strength by the truss structure and the field board, and the lower chord material is provided with a ceiling. Good.

本発明によれば、屋根をトラス構造として強度の向上を図ることとしたので、火打ちを省略することができ、天井の位置を高くするか、同じ天井高さであれば、屋根を低くすることができ、木造建築物全般に適用可能である。   According to the present invention, since the roof has a truss structure to improve the strength, it is possible to omit the fire-fighting and to raise the ceiling position or to lower the roof if the ceiling height is the same. It can be applied to all wooden buildings.

10,12,14,16,18,・・・:梁
20,22,24,26,・・・:柱
30,32:火打ち
54:束
55:棟木
56:母屋
60:垂木
100,102,104:梁
106,108,110:柱
140:天井板
142:野地板
150:屋根ユニット
152:上弦材
154:下弦材
156,158:ウェブ材
170:屋根ユニット
172:上弦材
174:下弦材
176,178:ウェブ材
10, 12, 14, 16, 18, ...: Beams 20, 22, 24, 26, ...: Pillars 30, 32: Fire-fired 54: Bundle 55: Purlin 56: Purlin 60: Rafters 100, 102, 104 : Beam 106, 108, 110: Column 140: Ceiling board 142: Field board 150: Roof unit 152: Upper chord material 154: Lower chord material 156, 158: Web material 170: Roof unit 172: Upper chord material 174: Lower chord material 176, 178 : Web material

Claims (3)

柱で支えられた梁の上に屋根が設けられる木造建築構造であって、
前記屋根を支える屋根ユニットを、上弦材,ウェブ材,下弦材を含むトラス構造とすることで、前記梁の間の火打ちを省略するとともに、前記下弦材に天井を設けたことを特徴とする木造建築構造。
A wooden building structure in which a roof is provided on a beam supported by a pillar,
The roof unit that supports the roof has a truss structure including an upper chord member, a web member, and a lower chord member, so that the flame between the beams is omitted and a ceiling is provided on the lower chord member. Building structure.
柱で支えられた梁の上に屋根が設けられる木造建築構造であって、
前記屋根を支える屋根ユニットを、上弦材,ウェブ材,下弦材を含むトラス構造とするとともに、このトラス構造と野地板によって必要な強度を確保することによって、前記梁の間の火打ちを省略し、前記下弦材に天井を設けたことを特徴とする木造建築構造。
A wooden building structure in which a roof is provided on a beam supported by a pillar,
The roof unit that supports the roof is a truss structure including upper chord material, web material, and lower chord material, and by securing the necessary strength by this truss structure and the field plate, the firing between the beams is omitted, A wooden building structure characterized in that a ceiling is provided on the lower chord material.
前記屋根ユニットの上弦材,ウェブ材,下弦材としてツーバイ材を使用したことを特徴とする請求項1又は2記載の木造建築構造。   The wooden building structure according to claim 1 or 2, wherein a two-by material is used as an upper chord member, a web member, and a lower chord member of the roof unit.
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JP2020197043A (en) * 2019-05-31 2020-12-10 株式会社 ランバーテック Truss roof structure and wooden building
JP2021080644A (en) * 2019-11-14 2021-05-27 積水化学工業株式会社 Fixing method of ceiling hanger and roof unit

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JPH09328860A (en) * 1996-06-10 1997-12-22 Misawa Homes Co Ltd Roof structural body and roof construction method
JPH1018495A (en) * 1996-06-28 1998-01-20 Sekisui Chem Co Ltd Roof unit
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JP2020197043A (en) * 2019-05-31 2020-12-10 株式会社 ランバーテック Truss roof structure and wooden building
JP7252833B2 (en) 2019-05-31 2023-04-05 株式会社 ランバーテック Truss roof structure and wooden building
JP2021080644A (en) * 2019-11-14 2021-05-27 積水化学工業株式会社 Fixing method of ceiling hanger and roof unit

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