JPH09328860A - Roof structural body and roof construction method - Google Patents

Roof structural body and roof construction method

Info

Publication number
JPH09328860A
JPH09328860A JP8147539A JP14753996A JPH09328860A JP H09328860 A JPH09328860 A JP H09328860A JP 8147539 A JP8147539 A JP 8147539A JP 14753996 A JP14753996 A JP 14753996A JP H09328860 A JPH09328860 A JP H09328860A
Authority
JP
Japan
Prior art keywords
roof
ceiling surface
ceiling
truss
wall
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Withdrawn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
JP8147539A
Other languages
Japanese (ja)
Inventor
Hideki Tsujiyama
英樹 辻山
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.)
Misawa Homes Co Ltd
Original Assignee
Misawa Homes 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 Misawa Homes Co Ltd filed Critical Misawa Homes Co Ltd
Priority to JP8147539A priority Critical patent/JPH09328860A/en
Publication of JPH09328860A publication Critical patent/JPH09328860A/en
Withdrawn legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a roof structural body which is capable of supporting the whole rood structural body to a satisfactory extend without segmenting a partition wall or the like in a wall exterior and having strong strength based on a strength structure and simplifying construction work on site and its construction method. SOLUTION: This invention relates to a roof structural body 10 which includes two surfaces having different roof gradients with a ridge sandwiches and a ceiling surface formed below the rood surfaces. The rood structural body 10 is provided with a plurality of roof surfaces 20 whose rood surfaces are divided at least along the flowing direction and a plurality of ceiling sections 30 whose ceiling surfaces are divided at least onto the bean-to-beam direction. Furthermore, there are provided a plurality of truss structural bodies 40 which support respectively the two roof surfaces and the ceiling surface on both edges in the eaves direction of each roof surface and each ceiling surface and formed in the girder direction with a space. Each of the truss structural bodies 40 is provided with an upper side material 42 which receives the rood surface and a lower side material 44 which is connected to the upper side material 42 and supports the ceiling section.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、屋根構造体及び屋
根構築方法に関する。
TECHNICAL FIELD The present invention relates to a roof structure and a roof construction method.

【0002】[0002]

【背景技術及び発明が解決しようとする課題】現場施工
に携わる熟練作業者の確保の困難性、工期の短縮及び住
宅品質の均一化等の見地から、住宅の工業化が進んでい
る。この住宅の工業化としてパネル工法が知られてい
る。このパネル工法では、枠状の芯材の例えば一面に面
材を貼付した屋根パネル等の建築用パネルを工場にて生
産し、これを建築現場にて接合して建築物を構築してい
る。
[Background Art and Problems to be Solved by the Invention] From the standpoints of difficulty in securing skilled workers involved in on-site construction, shortening of construction period, and homogenization of housing quality, industrialization of housing is progressing. The panel construction method is known as the industrialization of this house. In this panel construction method, a building panel, such as a roof panel in which a face material is attached to one surface of a frame-shaped core material, is produced at a factory, and this is joined at a construction site to construct a building.

【0003】このパネル工法において屋根領域の構築を
行う場合、図6に示すように、複数枚の壁パネル100
・間仕切パネル102等を立設して外内各壁部を構築し
た上で、梁間方向に沿った(図6Yの方向)の壁部にお
いては、壁パネル100・間仕切パネル102等の外内
各壁部の天面上に所定の屋根傾斜角を有する屋切パネル
104等を取付け、該少なくとも相対向する屋切パネル
104、104間に桁方向に沿って垂木106、吊梁材
108、棟木110等を架設する。また、桁方向に沿っ
た内壁部の特に棟部真下しは、間仕切パネル102上に
小屋パネル等を設置しておく。
When constructing a roof area in this panel construction method, as shown in FIG. 6, a plurality of wall panels 100 are provided.
After the partition panel 102 and the like are erected to construct each of the outer and inner wall portions, in the wall portion along the beam direction (the direction of FIG. 6Y), the outer and inner walls of the wall panel 100 and the partition panel 102, etc. A roofing panel 104 having a predetermined roof inclination angle is attached on the top surface of the wall portion, and at least the roofing panels 104, 104 facing each other are rafters 106, suspended beam members 108, purlins 110 along the girder direction. Etc. Further, a shed panel or the like is installed on the partition panel 102, particularly right below the ridge of the inner wall portion along the girder direction.

【0004】次いで、屋根面120a・120b上にお
いて、棟部から軒部に亘って所定の屋根傾斜角にて垂木
106と棟部の間、及び垂木106と軒部との間に屋根
パネル122をその短手辺が垂木106・壁パネル10
0等の上に乗るように配設し、順次桁方向に沿って敷設
していく。
Next, on the roof surfaces 120a and 120b, roof panels 122 are provided between the rafter 106 and the ridge, and between the rafter 106 and the eaves at a predetermined roof inclination angle from the ridge to the eaves. The short side is rafter 106, wall panel 10
It is arranged so that it rides on 0 etc., and is laid in sequence along the girder direction.

【0005】一方、天井面130においては、各吊梁材
108より吊材134を取り付けた上で野縁132等を
取り付け、吊材134にて野縁132を吊った状態で取
付固定される。
On the other hand, on the ceiling surface 130, the hanging member 134 is attached from each hanging beam member 108, and then the field edge 132 and the like are attached, and the field edge 132 is hung and fixed by the hanging member 134.

【0006】しかしながら、上記構造では、天井面を含
む屋根構造体全体の荷重を下部に形成される内外各壁部
(壁パネル・間仕切パネル等)にて支持させるために、
壁部によって囲まれた領域に間仕切壁等を入れて区画し
耐力構造の強度を維持する必要があり、例えば区画され
た各部屋領域を拡大したい場合には間仕切壁が邪魔とな
り、各区画領域を広くできないという問題点があった。
However, in the above structure, in order to support the load of the entire roof structure including the ceiling surface on the inner and outer wall portions (wall panel, partition panel, etc.) formed in the lower portion,
It is necessary to partition the area enclosed by the walls by partitioning it to maintain the strength of the bearing structure.For example, if you want to expand each partitioned room area, the partition wall becomes an obstacle and There was a problem that it could not be widened.

【0007】また、間仕切壁の位置を変えようとする
と、内外各壁部の耐力構造の強度が維持できない。
Further, if the position of the partition wall is changed, the strength of the bearing structure of the inner and outer wall portions cannot be maintained.

【0008】さらに、このようにして屋根領域を構築す
ることは、現場で作業する際の部材点数が多く、施工作
業が煩雑になるという問題点があった。
Further, the construction of the roof region in this manner has a problem that the number of members for working on site is large and the construction work becomes complicated.

【0009】本発明は、上記した技術の問題点を解決す
るためになされたものであって、その目的とするところ
は、間仕切壁等を壁部内部に区画しなくても、屋根構造
全体を十分に支持し、耐力構造上強固な強度を持つこと
ができ、かつ、現場施工作業の簡略化を行うことのでき
る屋根構造体及び屋根構築方法を提供することにある。
The present invention has been made in order to solve the problems of the above-mentioned technology, and its purpose is to provide an entire roof structure without partitioning a partition wall or the like inside the wall portion. It is an object of the present invention to provide a roof structure and a roof construction method that can be sufficiently supported, have a strong strength in terms of a load bearing structure, and can simplify the on-site construction work.

【0010】[0010]

【課題を解決するための手段】上記目的を達成するため
の手段を、本願の各請求項の各構成要件に対して、本願
の実施の形態の符号を対応させて説明すると、請求項1
に記載の発明に係る屋根構造体は、棟頂部を挟んで異な
る屋根勾配を有する2つの屋根面と、該屋根面の下方に
形成される天井面と、を含む屋根構造体(10)におい
て、前記屋根面が少なくとも流れ方向に沿って分割され
た複数の屋根面部(20)と、前記天井面が少なくとも
梁間方向にて分割された複数の天井面部(30)と、前
記2つの屋根面及び前記天井面を、前記各屋根面部及び
各天井面部の桁方向両端縁にて各々支持し、桁方向にて
間隔をおいて複数形成されるトラス構造体(40)と、
を有し、各前記トラス構造体は、前記屋根面を受ける上
辺材(42)と、前記上辺材に連結され前記天井面部を
支持する下辺材(44)と、を含むことを特徴とする。
Means for achieving the above object will be described by associating the constituent elements of each claim of the present application with the reference numerals of the embodiments of the present invention.
The roof structure according to the invention described in (1) is a roof structure (10) including two roof surfaces having different roof slopes with a ridge top portion interposed therebetween, and a ceiling surface formed below the roof surface, A plurality of roof surface parts (20) in which the roof surface is divided at least along the flow direction, a plurality of ceiling surface parts (30) in which the ceiling surface is divided at least in the beam-to-beam direction, the two roof surfaces and the A truss structure (40) formed by supporting a plurality of ceiling surfaces at each of the roof surface portions and both end edges in the girder direction of each ceiling surface portion and forming a plurality at intervals in the girder direction,
And each truss structure includes an upper side member (42) for receiving the roof surface and a lower side member (44) connected to the upper side member and supporting the ceiling surface portion.

【0011】請求項1に記載の発明によれば、以下の作
用・効果を有する。 (イ)天井面部を水平構面として利用することができ、
風、地震等による水平荷重に対して対処することができ
る。水平荷重に対しては屋根パネルも有効に作用するた
め、従来より少ない部材点数であってかつ従来よりも強
度の強い屋根構造体を形成することができる。また、外
壁の壁部によって囲まれた内部空間を大きなものとする
ことが可能になるため有効かつ自由に区画して利用する
ことができ、耐力壁線としての間仕切壁の配置を考慮す
る必要がない。
According to the invention described in claim 1, the following actions and effects are obtained. (B) The ceiling surface can be used as a horizontal structure,
It is possible to deal with horizontal load due to wind, earthquake, etc. Since the roof panel also effectively acts on the horizontal load, it is possible to form a roof structure having a smaller number of members and a stronger strength than the conventional structure. In addition, since the internal space surrounded by the wall of the outer wall can be made large, it can be effectively and freely partitioned and used, and it is necessary to consider the arrangement of the partition wall as the load bearing wall line. Absent.

【0012】(ロ)屋根面部の例えば長手辺の長手芯材
を垂木として兼用することができ、各屋根面部を支持す
る垂木が不要となり、部材点数を減らしてコストダウン
を図ることができる。また、屋根面部が屋根面の流れ方
向にて面分割され、屋根面部の短手辺に形成される例え
ば短手芯材がトラス構造体の上辺材上に載置されるの
で、従来の垂木上に屋根面部の短手辺を載置する場合に
比べて、屋根面の荷重をトラス構造体の上辺材に集中さ
せることができる。
(B) For example, the longitudinal core material of the long side of the roof surface portion can also be used as a rafter, a rafter supporting each roof surface portion becomes unnecessary, and the number of members can be reduced to reduce the cost. In addition, since the roof surface part is surface-divided in the flow direction of the roof surface and a short core material formed on the short side of the roof surface part is placed on the upper sap material of the truss structure, the conventional rafter The load on the roof surface can be concentrated on the upper sap member of the truss structure as compared with the case where the short side of the roof surface portion is placed.

【0013】請求項2に記載の発明に係る屋根構造体
は、請求項1において、前記トラス構造体の前記下辺材
は、前記各天井面部と係合する係合部(46)を有し、
前記各天井面部は、前記一対のトラス構造体の各係合部
に係合される被係合部(36)を、前記各天井面部の梁
間の両端部にそれぞれ形成することを特徴とする。
A roof structure according to a second aspect of the present invention is the roof structure according to the first aspect, wherein the lower sill member of the truss structure has an engaging portion (46) that engages with each of the ceiling surface portions,
Each of the ceiling surface portions is characterized in that an engaged portion (36) engaged with each of the engaging portions of the pair of truss structures is formed at both end portions between the beams of each of the ceiling surface portions.

【0014】請求項2に記載の発明によれば、トラス構
造体の下辺材には係合部を有するので、天井面部の被係
合部と係合部とを係合連結した時に、天井面を水平構面
として利用することができ、屋根構造体の強度を確保す
ることができる。また、天井面部の取付作業が簡単にで
きるので施工作業の簡略化を行うことができる。
According to the second aspect of the present invention, since the lower side member of the truss structure has the engaging portion, when the engaged portion of the ceiling surface portion and the engaging portion are engaged and connected, the ceiling surface Can be used as a horizontal structure, and the strength of the roof structure can be secured. Moreover, since the mounting work of the ceiling surface portion can be easily performed, the construction work can be simplified.

【0015】請求項3に記載の発明に係る屋根構造体
は、請求項1又は2において、前記各天井面部は、少な
くとも、枠組みされた一対の縦芯材、横芯材と、前記縦
芯材、横芯材により枠組みされた枠体の一面に貼付され
る面材と、を有することを特徴とする。
A roof structure according to a third aspect of the present invention is the roof structure according to the first or second aspect, wherein each of the ceiling surface portions has at least a pair of framed vertical core members, horizontal core members, and the vertical core members. And a face material attached to one surface of the frame body framed by the lateral core material.

【0016】請求項3に記載の発明によれば、天井面部
を芯材による枠体と、面材にて形成することで、水平構
面の形成が容易にできる。
According to the third aspect of the present invention, by forming the ceiling surface portion by the frame body made of the core material and the face material, it is possible to easily form the horizontal structure.

【0017】請求項4に記載の発明に係る屋根構造体
は、請求項1乃至3のいずれかにおいて、前記各天井面
部による天井面は、前記壁部のほぼ上端面に設けられて
いることをを特徴とする。
According to a fourth aspect of the present invention, in the roof structure according to any one of the first to third aspects, the ceiling surface formed by each of the ceiling surface portions is provided on substantially the upper end surface of the wall portion. Is characterized by.

【0018】請求項4に記載の発明によれば、各天井面
部により壁部の上端面上に水平構面をつくることができ
るので、壁部と天井面とによる構造体は、ほぼ直方体状
に形成され、構造が単純でしかも強度が高まる。
According to the invention described in claim 4, since a horizontal construction surface can be formed on the upper end surface of the wall portion by each ceiling surface portion, the structure composed of the wall portion and the ceiling surface has a substantially rectangular parallelepiped shape. It is formed, has a simple structure, and has increased strength.

【0019】請求項5に記載の発明に係る屋根構築方法
は、請求項1に記載の屋根構造体の屋根構築方法であっ
て、前記各トラス構造体を、桁方向に沿って平行に立設
された一対の壁部の上端面にて支持し、前記各トラス構
造体の各上辺材上に、複数の屋根面部を配置し、前記各
トラス構造体の各下辺材間に、梁間方向にて分割された
複数の天井面部を配置することを特徴とする。
A roof construction method according to a fifth aspect of the present invention is the roof construction method for a roof structure according to the first aspect, wherein the truss structures are erected in parallel along the girder direction. The upper surface of each truss structure is supported by the upper end surfaces of the paired wall parts, and a plurality of roof surface parts is arranged on each upper sap member of each truss structure. It is characterized in that a plurality of divided ceiling surface portions are arranged.

【0020】請求項5に記載の発明によれば、屋根構造
体を構築する際には、壁部の上にトラス構造体を架設
し、後は、天井面領域では天井面部を配置し、屋根面領
域では屋根面部を配置することで、簡単に屋根構造体を
構築できるので、従来の複雑な構造を省略でき、部材点
数が削減され現場施工作業の簡略化が図れ、かつ現場作
業時間を短縮できる。
According to the fifth aspect of the present invention, when the roof structure is constructed, the truss structure is erected on the wall portion, and thereafter, the ceiling surface portion is arranged in the ceiling surface area, and the roof is formed. Since the roof structure can be easily constructed by arranging the roof surface in the surface area, the conventional complicated structure can be omitted, the number of members can be reduced, the site construction work can be simplified, and the site work time can be shortened. it can.

【0021】[0021]

【発明の実施の形態】以下、本発明の好適な実施の形態
の一例について図面を参照して具体的に説明する。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, an example of a preferred embodiment of the present invention will be specifically described with reference to the drawings.

【0022】<屋根構造体について>先ず、本発明の特
徴的な構成であるトラス構造体に先立って、屋根構築領
域に構築される屋根構造全体の概略について図1、図4
及び図5を用いて説明する。図1は、本実施の形態に係
る屋根構造体10の全体斜視図である。図4は、屋根構
造体10を示す図であり、(A)は断面図、(B)は
(A)の一部拡大図を示す。図5は、屋根構造体10を
示し、(A)は一部拡大図であり、(B)は(A)の断
面図を示す。
<Regarding the Roof Structure> First, an outline of the entire roof structure constructed in the roof construction area prior to the truss structure which is a characteristic configuration of the present invention is shown in FIGS. 1 and 4.
And FIG. 5 will be described. FIG. 1 is an overall perspective view of a roof structure 10 according to this embodiment. 4A and 4B are diagrams showing the roof structure 10, where FIG. 4A is a sectional view and FIG. 4B is a partially enlarged view of FIG. FIG. 5: shows the roof structure 10, (A) is a partially expanded view, (B) shows sectional drawing of (A).

【0023】本発明の屋根構造体10は、所定の屋根勾
配を有する2つの屋根面Aと、屋根面の下方に形成され
る天井面Bと、を含み構成され、屋根構造体10全体が
下部に形成される外壁としての壁部1上に支持形成され
ている。
The roof structure 10 of the present invention comprises two roof surfaces A having a predetermined roof slope, and a ceiling surface B formed below the roof surface, and the entire roof structure 10 is a lower part. It is supported and formed on the wall portion 1 as an outer wall formed in the.

【0024】壁部1は、図1及び図5(A)に示すよう
に、複数枚の壁パネル2等を立設して構築される。詳し
くは、外壁となる方形状の壁面に複数枚の壁パネル2を
立設して壁部1を構築し、該各壁パネル2上には部材8
が取付固定され、その上よりトラス構造体40が載置さ
れることとなる。尚、壁パネル2は、図5(A)に示す
ように、四角枠状に組まれた芯材4にて枠体を構成し、
その両面には面材6を固着するようにしている。
As shown in FIGS. 1 and 5 (A), the wall portion 1 is constructed by vertically arranging a plurality of wall panels 2 and the like. Specifically, a plurality of wall panels 2 are erected on a rectangular wall surface serving as an outer wall to construct a wall portion 1, and a member 8 is provided on each wall panel 2.
Will be mounted and fixed, and the truss structure 40 will be mounted thereon. As shown in FIG. 5 (A), the wall panel 2 constitutes a frame body with a core material 4 assembled in a rectangular frame shape,
The face material 6 is fixed to both surfaces thereof.

【0025】また、トラス構造体40が架設される一対
の壁面2・2に対して交差する方向(Y方向)の壁面に
あっては、該各壁パネル2の天面上にトラス構造体40
とほぼ等しい輪郭を有する図4(A)に示す屋切パネル
9等が載置される。
Further, in the wall surface in the direction (Y direction) intersecting the pair of wall surfaces 2 on which the truss structure body 40 is installed, the truss structure body 40 is provided on the top surface of each wall panel 2.
The roof panel 9 and the like shown in FIG.

【0026】屋根面Aには、流れ方向(図1のZ方向)
にて面分割された複数の屋根パネル10が形成されてお
り、天井面Bには、梁間方向(図1のY方向)にて面分
割された複数の天井パネル30が形成されている。さら
に、屋根構造体10の桁方向(図1のX方向)において
は、所定間隔をおいて複数例えば4段のトラス構造体4
0が形成されている。
On the roof surface A, the flow direction (Z direction in FIG. 1)
A plurality of roof panels 10 that are surface-divided are formed, and a plurality of ceiling panels 30 that are surface-divided in the beam-to-beam direction (Y direction in FIG. 1) are formed on the ceiling surface B. Furthermore, in the girder direction of the roof structure 10 (X direction in FIG. 1), a plurality of, for example, four-tier truss structures 4 are arranged at predetermined intervals.
0 is formed.

【0027】屋根パネル20は、図5(A)に示すよう
に、四角枠状に組まれた芯材22にて枠体を構成し、そ
の一面に面材24を固着するようにして構成される。そ
して、トラス構造体40間に屋根パネル20を複数枚に
て敷設するときは、短手辺が桁方向(X方向)を向くよ
うにする。
As shown in FIG. 5 (A), the roof panel 20 is constructed by forming a frame body with a core material 22 assembled in a rectangular frame shape, and fixing a face material 24 to one surface thereof. It When laying a plurality of roof panels 20 between the truss structures 40, the short sides are oriented in the girder direction (X direction).

【0028】<天井パネルについて>次に、天井パネル
30について図3及び図4を用いて説明する。図4は、
天井パネルを示す図であり、(A)は天井パネルを示す
平面図であり、(B)は(A)の断面図であり、(C)
は天井パネルの配列状態を示す平面図である。
<Ceiling Panel> Next, the ceiling panel 30 will be described with reference to FIGS. 3 and 4. FIG.
It is a figure which shows a ceiling panel, (A) is a top view which shows a ceiling panel, (B) is sectional drawing of (A), (C).
[Fig. 4] is a plan view showing an arrangement state of ceiling panels.

【0029】天井パネル30は、図3(A)(B)に示
すように、四角枠状に枠組みされた縦芯材32、横芯材
34、補強用縦芯材33、補強用横芯材35にて枠体を
構成してなるいわゆるスケルトンパネルである。そし
て、枠体を構成する芯材のうち対向する一組の横芯材3
4・34の外側面には、やや薄い厚みの芯材が取付固定
されて被係合部36・36を形成している。
As shown in FIGS. 3A and 3B, the ceiling panel 30 includes a vertical core member 32, a horizontal core member 34, a reinforcing vertical core member 33, and a reinforcing horizontal core member that are framed in a rectangular frame shape. This is a so-called skeleton panel having a frame body at 35. And a pair of horizontal core members 3 facing each other among the core members constituting the frame body
A slightly thin core material is attached and fixed to the outer side surfaces of the parts 4 and 34 to form the engaged parts 36 and 36.

【0030】この被係合部36・36は、図4に示すよ
うに、後述するトラス構造体40の係合部46に係合さ
れるものである。そして、トラス構造体40間に天井パ
ネル30を複数枚にて敷設するときは、屋根パネル20
同様の方向、すなわち、横芯材36を有する短手辺が桁
方向(X方向)を向くようにする。
The engaged parts 36, 36 are engaged with engaging parts 46 of a truss structure 40, which will be described later, as shown in FIG. And when laying a plurality of ceiling panels 30 between truss structures 40, the roof panels 20
The same direction, that is, the short side having the horizontal core member 36 is oriented in the girder direction (X direction).

【0031】<トラス構造体について>ここで、本発明
の特徴的な構成であるトラス構造体について、図1、図
2及び図5を用いて説明する。図2は、図1の屋根構造
体のトラス構造体の一例を示す図であり、(A)は正面
図、(B)(C)は断面図をそれぞれ示す。
<Regarding Truss Structure> Here, a truss structure which is a characteristic configuration of the present invention will be described with reference to FIGS. 1, 2 and 5. FIG. 2 is a diagram showing an example of the truss structure of the roof structure shown in FIG. 1, in which (A) is a front view and (B) and (C) are sectional views.

【0032】トラス構造体40は、図1及び図2に示す
ように、2つの屋根面A・A及び天井面Bを、各屋根パ
ネル20及び各天井パネル30の桁方向(X方向)両端
縁(短手辺)にて各々支持する機能を有し、屋根パネル
20を各々支持する2つの上辺材42・42と、該2つ
上辺材42・42を連結して天井パネル30を支持する
下辺材44と、を含み構成される。
As shown in FIGS. 1 and 2, the truss structure 40 has two roof surfaces A and A and a ceiling surface B which are arranged at both ends of each roof panel 20 and each ceiling panel 30 in the beam direction (X direction). Two upper side members 42, 42 each supporting the roof panel 20 and a lower side supporting the ceiling panel 30 by connecting the two upper side members 42, 42 with each other (short side). And a material 44.

【0033】上辺材42は、図2に示すように、集成材
にて形成された複数の各芯材42b−1・42b−2・
42a−1・42a−2等を、補強合板49を内部に介
在させた状態で、重層連結することで構成される。
As shown in FIG. 2, the upper sill member 42 includes a plurality of core members 42b-1, 42b-2, ...
42a-1 and 42a-2, etc. are configured by multi-layer connection with a reinforcing plywood 49 interposed inside.

【0034】また、上辺材42と下辺材44との間には
複数の補強梁材48が架設され、該補強梁材48と下辺
材44との連結部分、及び補強梁材48と上辺材42と
の連結部分には、剛性連結板50が各梁材の両外側面に
各々固定されて連結部分の強化を図っている。
A plurality of reinforcing beam members 48 are erected between the upper side members 42 and the lower side members 44, and the connecting portions between the reinforcing beam members 48 and the lower side members 44 and the reinforcing beam members 48 and the upper side members 42. Rigid connecting plates 50 are fixed to the outer side surfaces of the beam members at the connecting portions to strengthen the connecting portions.

【0035】さらに、図5に示すように、下辺材44と
上辺材42との連結領域では、前記剛性支持板50より
大きい剛性連結板52にて連結することにより、この部
分の連結を強化している。
Further, as shown in FIG. 5, in the connecting region of the lower side member 44 and the upper side member 42, a rigid connecting plate 52 larger than the rigid supporting plate 50 is used to strengthen the connection of this portion. ing.

【0036】下辺材44は、図2に示すように、集成材
にて形成された複数の各芯材44b−1・44b−2・
44a−1・44a−2等を、補強合板49を内部に介
在させた状態で、重層連結することで構成される。ま
た、図4(B)に示すように、その下端にやや幅厚の板
材を連結形成することで、下辺材44の両側面にて各天
井パネル30の被係合部36・36と係合する係合部4
6を形成している。
As shown in FIG. 2, the lower side member 44 is composed of a plurality of core members 44b-1, 44b-2, ...
44a-1 and 44a-2 and the like are connected in layers with the reinforcing plywood 49 interposed inside. Further, as shown in FIG. 4 (B), a plate material having a slightly wide thickness is connected and formed at the lower end thereof to engage with the engaged portions 36, 36 of each ceiling panel 30 on both side surfaces of the lower side material 44. Engaging part 4
6 is formed.

【0037】係合部46は、天井パネル30の荷重を受
ける荷重受け部材としての機能を有し、各天井パネル3
0が下辺材44に係合することで、下辺材44を介して
壁パネル2が連接される壁部1に天井パネルの自重が伝
達されると共に、天井面Bを水平構面として利用するこ
とができる。
The engaging portion 46 has a function as a load receiving member for receiving the load of the ceiling panel 30, and each ceiling panel 3
When 0 is engaged with the lower side member 44, the weight of the ceiling panel is transmitted to the wall portion 1 to which the wall panel 2 is connected via the lower side member 44, and the ceiling surface B is used as a horizontal construction surface. You can

【0038】また、下辺材44は、屋根構造体10全体
を壁部1にて支持し、かつ天井パネル30下面の水平基
準面を設定する機能を有する。すなわち、下辺材44が
壁部1の天面上に固定してあるので、上述した各天井パ
ネル30の下面を一直線に揃えられるので、位置決め作
業を要しない。この、下辺材44は、屋根構造体10全
体を受けるに耐え得る強度を確保するため、補強合板4
9等を含ませており、各材を各々集成材にて形成してい
る。このように、屋根構造体10を壁部80に架設させ
ることで、各天井パネルを該下辺材44上に載置して屋
根構造体10全体を支持することができる。
The lower sill member 44 has a function of supporting the entire roof structure 10 on the wall portion 1 and setting a horizontal reference plane of the lower surface of the ceiling panel 30. That is, since the lower sill member 44 is fixed on the top surface of the wall portion 1, the lower surfaces of the ceiling panels 30 described above can be aligned in a straight line, so that positioning work is not required. The lower sill 44 is used for reinforcing the plywood 4 in order to secure strength enough to receive the entire roof structure 10.
9 etc. are included, and each material is formed of laminated wood. In this way, by installing the roof structure 10 on the wall portion 80, each ceiling panel can be placed on the lower sill member 44 to support the entire roof structure 10.

【0039】尚、トラス構造体40には、図5に示すよ
うに、その両端部に図示しない孔が形成されて、該孔に
アンカーボルト60を挿入すると共に、アンカーボルト
60にて壁パネル2天面上に載置された部材8を介して
固定される。したがって、トラス構造体40と壁パネル
2とを強固に連結固定できる。
As shown in FIG. 5, the truss structure 40 has holes (not shown) formed at both ends thereof, and the anchor bolts 60 are inserted into the holes, and the wall panels 2 are fixed by the anchor bolts 60. It is fixed via the member 8 placed on the top surface. Therefore, the truss structure 40 and the wall panel 2 can be firmly connected and fixed.

【0040】上記のような屋根構造体10は、屋根パネ
ル20・20、天井パネル30、トラス構造体40を連
結して、壁部1上に固定して、屋根構造体10全体の荷
重を支持している。
In the roof structure 10 as described above, the roof panels 20 and 20, the ceiling panel 30, and the truss structure 40 are connected and fixed on the wall portion 1 to support the load of the entire roof structure 10. are doing.

【0041】<屋根構築方法について>次に、屋根構築
方法について図1〜図5を用いて説明する。
<About Roof Construction Method> Next, a roof construction method will be described with reference to FIGS.

【0042】予め工場段階で、壁パネル2、屋根パネル
20、天井パネル30、トラス構造体40等の各種パネ
ルを製造しておき、これを建築現場にて組み立てること
ができるようにしておく。この時、天井パネル30の芯
材には被係合部36を、トラス構造体40の下辺材44
には係合部46をそれぞれ形成しておく。
Various panels such as the wall panel 2, the roof panel 20, the ceiling panel 30, and the truss structure 40 are manufactured in advance at the factory stage so that they can be assembled at the construction site. At this time, the engaged member 36 is attached to the core member of the ceiling panel 30, and the lower side member 44 of the truss structure 40 is attached.
Engagement portions 46 are formed in each of them.

【0043】建築現場においては、先ず、壁パネル2を
所定箇所にて立設し、壁部1を構築する。この時、屋根
領域の梁間方向(図1のY方向)に相当する一対の壁部
1上には、2つの屋根面A・A及び天井面Bとほぼ等し
い輪郭形状を有する断面三角形状の屋切パネル9を図4
(A)に示すように、壁部1天面上に設置する。尚、こ
の領域をトラス構造体40にて形成しても良い。
At the construction site, first, the wall panel 2 is erected at a predetermined position to construct the wall portion 1. At this time, on the pair of wall portions 1 corresponding to the beam direction (Y direction in FIG. 1) of the roof area, a roof with a triangular cross section having substantially the same contour shape as the two roof surfaces A and A and the ceiling surface B is formed. The cut panel 9 is shown in FIG.
As shown in (A), it is installed on the top surface of the wall 1. Note that this region may be formed by the truss structure 40.

【0044】次いで、図1に示すように、屋根領域の桁
方向(図1のX方向)に相当する一対の壁部1上に、複
数例えば4つの各トラス構造体40を、架設していく。
この時、図5(A)(B)に示すように、トラス構造体
40と壁パネル2上の部材8とをアンカーボルト60に
て連結固定する。
Next, as shown in FIG. 1, a plurality of, for example, four truss structures 40 are erected on the pair of wall portions 1 corresponding to the girder direction (X direction in FIG. 1) of the roof area. .
At this time, as shown in FIGS. 5A and 5B, the truss structure 40 and the member 8 on the wall panel 2 are connected and fixed by the anchor bolts 60.

【0045】その後、各トラス構造体40の各上辺材4
2上に、短手辺が桁方向(X方向)を向くように複数の
屋根パネル20を敷設し、図3(C)に示すように、各
トラス構造体40の各下辺材44間に、短手辺が桁方向
(X方向)を向くように複数の天井パネル30を敷設し
て屋根構造体10の構築が完了する。この時、図4
(A)に示すように、天井パネル30の被係合部36を
トラス構造体40の係合部46に係合連結する。
After that, each upper sap member 4 of each truss structure 40 is
A plurality of roof panels 20 are laid on 2 so that the short sides thereof face the girder direction (X direction), and as shown in FIG. 3 (C), between the lower side members 44 of each truss structure 40, The construction of the roof structure 10 is completed by laying the plurality of ceiling panels 30 so that the short sides thereof face the girder direction (X direction). At this time,
As shown in (A), the engaged portion 36 of the ceiling panel 30 is engaged and connected to the engaging portion 46 of the truss structure 40.

【0046】以上のように本実施の形態によれば、以下
の効果を有する。 (1)天井パネルを水平構面として利用することがで
き、屋根構造体全体の荷重を外壁の壁部にて受け、耐力
壁線を単純な四角状にして、従来より少ない部材点数で
あってかつ従来よりも強度の強い屋根構造体を形成する
ことができる。また、外壁の壁部によって囲まれた内部
空間を有効かつ自由に区画して利用することができ、耐
力壁線としての間仕切壁の配置を考慮する必要がない。
As described above, the present embodiment has the following effects. (1) The ceiling panel can be used as a horizontal construction surface, the load of the entire roof structure can be received by the wall portion of the outer wall, and the load-bearing wall line is made into a simple square shape, and the number of members is smaller than in the conventional case. In addition, it is possible to form a roof structure having higher strength than before. Further, the internal space surrounded by the wall portion of the outer wall can be effectively and freely partitioned and used, and it is not necessary to consider the arrangement of the partition wall as the load bearing wall line.

【0047】(2)屋根パネルの長手辺の長手芯材を垂
木として兼用することができ、各屋根パネルを支持する
垂木が不要となり、部材点数を減らしてコストダウンを
図ることができる。また、屋根パネルが屋根面の流れ方
向にて面分割され、屋根パネルの短手辺に形成される例
えば短手芯材がトラス構造体の上辺材上に載置されるの
で、従来の垂木上に屋根パネルの短手辺を載置する場合
に比べて、屋根面の荷重をトラス構造体の上辺材に集中
させることができる。
(2) The longitudinal core material on the long side of the roof panel can also be used as a rafter, so that a rafter supporting each roof panel is not required, and the number of members can be reduced to reduce the cost. In addition, the roof panel is surface-divided in the flow direction of the roof surface, and for example, a short core material formed on the short side of the roof panel is placed on the upper sap material of the truss structure. The load on the roof surface can be concentrated on the upper sap material of the truss structure, as compared with the case where the short side of the roof panel is placed.

【0048】(3)トラス構造体の下辺材には天井パネ
ルを係合支持する係合部を有するので、天井パネルの被
係合部と係合部とを係合連結した時に、天井面を耐力壁
として利用することができ、屋根構造体の強度を確保す
ることができる。また、天井パネルの取付作業が簡単に
できるので施工作業の簡略化を行うことができる。
(3) Since the lower side member of the truss structure has the engaging portion for engaging and supporting the ceiling panel, when the engaged portion and the engaging portion of the ceiling panel are engaged and connected, the ceiling surface is It can be used as a bearing wall, and the strength of the roof structure can be secured. Moreover, since the work of attaching the ceiling panel can be easily performed, the work of construction can be simplified.

【0049】(4)屋根構造体を構築する際には、壁部
の上にトラス構造体を架設し、後は、天井面領域では天
井パネルを配置し、屋根面領域では屋根パネルを配置す
ることで、簡単に屋根構造体を構築できる。したがっ
て、従来の複雑な構造を省略でき、部材点数が削減され
現場施工作業の簡略化が図れ、かつ現場作業時間を短縮
できる。また、壁部によって包囲された内部空間に間仕
切壁等使用することなく耐力構造が強化されながらも、
施工作業の簡略化を図ることができる。
(4) When constructing the roof structure, the truss structure is erected on the wall portion, and thereafter, the ceiling panel is arranged in the ceiling surface area and the roof panel is arranged in the roof surface area. Therefore, the roof structure can be easily constructed. Therefore, the conventional complicated structure can be omitted, the number of members can be reduced, the on-site construction work can be simplified, and the on-site work time can be shortened. Moreover, while the bearing structure is strengthened without using a partition wall or the like in the internal space surrounded by the wall portion,
The construction work can be simplified.

【0050】(5)屋根構造体を構成する複数枚のトラ
ス構造体の下面の水平基準面及び斜辺の屋根傾斜基準面
が一義的に設定できるので、天井面及び屋根面の各基準
面の位置決め作業及びその位置決め調整作業が不要とな
るので、施工作業の簡略化及び作業時間の短縮が図れ
る。
(5) Since the horizontal reference plane on the lower surface of the plurality of truss structures constituting the roof structure and the roof inclination reference plane on the hypotenuse can be uniquely set, the positioning of each reference plane of the ceiling surface and the roof surface Since the work and the positioning adjustment work thereof are unnecessary, the construction work can be simplified and the work time can be shortened.

【0051】(6)各天井面部により壁部の上端面上に
水平構面をつくることができるので、壁部と天井面とに
よる構造体は、ほぼ直方体状に形成され、構造が単純で
しかも強度が高まる。
(6) Since each ceiling surface can form a horizontal structure on the upper end surface of the wall, the structure composed of the wall and the ceiling is formed in a substantially rectangular parallelepiped shape, and the structure is simple. Strength increases.

【0052】尚、本発明に係る装置と方法はそのいくつ
かの特定の実施の形態に従って説明してきたが、当業者
は本発明の主旨及び範囲から逸脱することなく本発明の
本文に記述した実施の形態に対して種々の変形が可能で
ある。例えば、図7に示すような、無落雪屋根において
も、本発明の屋根構造体を適用できる。
While the apparatus and method of the present invention have been described in accordance with some specific embodiments thereof, those skilled in the art will appreciate the practice described in the text of the invention without departing from the spirit and scope of the invention. Various modifications can be made to the form. For example, the roof structure of the present invention can be applied to a snowless roof as shown in FIG.

【0053】図7の構造では、屋根構造体70は、壁部
1の上端面上に架設された複数の異なる大きさのトラス
構造体72を有する。尚、壁部1上にはパラペットパネ
ル74が設置されている。そして、図8(A)に示すよ
うに、壁部1の中心に向かうに従い、屋根傾斜が窪まる
形状を有する。また、トラス構造体72上には結合桁7
8を介して屋根パネル76が設置される。このトラス構
造体72も、図8(B)に示すように、係合部82、上
辺材84、下辺材86、補強梁材88等が剛性連結板8
0にて連結される構成である。
In the structure of FIG. 7, the roof structure 70 has a plurality of truss structures 72 of different sizes which are erected on the upper end surface of the wall 1. A parapet panel 74 is installed on the wall 1. Then, as shown in FIG. 8 (A), the roof has a shape in which the roof slope is depressed toward the center of the wall 1. In addition, on the truss structure 72, the connecting girder 7
A roof panel 76 is installed via 8. In the truss structure 72, as shown in FIG. 8B, the rigid connecting plate 8 includes the engaging portion 82, the upper side member 84, the lower side member 86, the reinforcing beam member 88, and the like.
It is a configuration in which 0s are connected.

【0054】また、パネル工法に限らず、本例のトラス
構造体の係合部と天井部の被係合部との係合関係をもた
して天井面を水平構面として利用し、耐力構造を強化す
ることを適用できる。
In addition to the panel construction method, the ceiling surface is used as a horizontal construction surface so that the engaging portion of the truss structure of the present example and the engaged portion of the ceiling portion have an engaging relationship with each other. Applying strengthening structure can be applied.

【0055】さらに、トラス構造体の構造は、少なくと
も上辺材と下辺材とを有していれば良く、他の様々な部
材を取付固定した状態であっても、あるいは、複数のト
ラス構造体を例えば複数の梁材等にて連結し、一体化さ
せた構成であっても良い。加えて、他の様々な形状であ
っても良い。
Further, the structure of the truss structure need only have at least the upper sap material and the lower sap material, and even when various other members are attached and fixed, or a plurality of truss structures are attached. For example, a configuration in which a plurality of beam members or the like are connected and integrated may be used. In addition, various other shapes may be used.

【0056】しかも、各トラス構造体を下方にて連結部
材にて連結し、その連結部材を係合部として、天井パネ
ルの長手辺に被係合部を構成しても良い。
Moreover, each truss structure may be connected by a connecting member below, and the connected member may be used as an engaging portion to form an engaged portion on the longitudinal side of the ceiling panel.

【0057】[0057]

【発明の効果】請求項1の発明によれば、天井面を耐力
壁として利用することができ、耐力壁線を単純な四角状
にして、従来よりも強度の強い屋根構造体を形成するこ
とができる。また、各屋根面部を支持する垂木が不要と
なり、部材点数を減らしてコストダウンを図ることがで
きる。
According to the invention of claim 1, the ceiling surface can be used as a load bearing wall, and the load bearing wall line is formed into a simple quadrangular shape to form a roof structure having stronger strength than the conventional structure. You can Further, rafters supporting each roof surface portion are not required, and the number of members can be reduced to reduce the cost.

【0058】請求項2の発明によれば、天井面部の被係
合部とトラス構造体の係合部とを係合させるのみで天井
面部を構築できるので、施工作業の簡略化を行うことが
できる。
According to the second aspect of the present invention, since the ceiling surface portion can be constructed only by engaging the engaged portion of the ceiling surface portion with the engaging portion of the truss structure, the construction work can be simplified. it can.

【0059】請求項3の発明によれば、天井面部を芯材
による枠体と、面材にて形成することで、水平構面の形
成が容易にできる。
According to the third aspect of the present invention, by forming the ceiling surface portion by the frame body made of the core material and the face material, it is possible to easily form the horizontal construction surface.

【0060】請求項4の発明によれば、各天井面部によ
り壁部の上端面上に水平構面をつくることができるの
で、構造が単純でしかも強度が高まる。
According to the invention of claim 4, since each ceiling surface can form a horizontal construction on the upper end surface of the wall, the structure is simple and the strength is enhanced.

【0061】請求項5の発明によれば、従来の複雑な構
造を省略でき、部材点数が削減され現場施工作業の簡略
化が図れ、かつ現場作業時間を短縮できる。
According to the invention of claim 5, the conventional complicated structure can be omitted, the number of members can be reduced, the on-site construction work can be simplified, and the on-site work time can be shortened.

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

【図1】本発明に係る屋根構造体の実施の形態の一例を
示す斜視図である。
FIG. 1 is a perspective view showing an example of an embodiment of a roof structure according to the present invention.

【図2】図1の屋根構造体のトラス構造体の一例を示す
図であり、(A)は正面図、(B)(C)は断面図をそ
れぞれ示す。
2A and 2B are views showing an example of a truss structure of the roof structure shown in FIG. 1, in which FIG. 2A is a front view and FIGS. 2B and 2C are cross-sectional views.

【図3】図1の屋根構造体の天井面部を示す図であり、
(A)は単位天井面部を示す平面図であり、(B)は
(A)の断面図であり、(C)は天井面部の配列状態を
示す平面図である。
FIG. 3 is a diagram showing a ceiling surface portion of the roof structure shown in FIG.
(A) is a plan view showing a unit ceiling surface portion, (B) is a sectional view of (A), and (C) is a plan view showing an arrangement state of ceiling surface portions.

【図4】図1の屋根構造体を示す図であり、(A)は断
面図、(B)は(A)の一部拡大図を示す。
4A and 4B are views showing the roof structure of FIG. 1, in which FIG. 4A is a sectional view and FIG. 4B is a partially enlarged view of FIG.

【図5】図1の屋根構造体を示し、(A)は一部拡大図
であり、(B)は(A)の断面図を示す。
5 shows the roof structure of FIG. 1, (A) is a partially enlarged view, and (B) is a sectional view of (A).

【図6】従来の屋根構造を示す断面図である。FIG. 6 is a cross-sectional view showing a conventional roof structure.

【図7】本発明に係る他の実施の形態の屋根構造体を示
す斜視図である。
FIG. 7 is a perspective view showing a roof structure according to another embodiment of the present invention.

【図8】同図(A)は、図7の屋根構造体を示す断面図
であり、同図(B)は、図8(A)のトラス構造体の一
部を示す側面図である。
8 (A) is a cross-sectional view showing the roof structure of FIG. 7, and FIG. 8 (B) is a side view showing a part of the truss structure of FIG. 8 (A).

【符号の説明】[Explanation of symbols]

10、70 屋根構造体 20 屋根面部 30 天井面部 36 被係合部 40、72 トラス構造体 42 上辺材 44 下辺材 46 係合部 10, 70 Roof structure 20 Roof surface part 30 Ceiling surface part 36 Engaged part 40, 72 Truss structure 42 Upper sap material 44 Lower sap material 46 Engagement part

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 棟頂部を挟んで異なる屋根勾配を有する
2つの屋根面と、該屋根面の下方に形成される天井面
と、を含む屋根構造体において、 前記屋根面が少なくとも流れ方向に沿って分割された複
数の屋根面部と、 前記天井面が少なくとも梁間方向にて分割された複数の
天井面部と、 前記2つの屋根面及び前記天井面を、前記各屋根面部及
び各天井面部の桁方向両端縁にて各々支持し、桁方向に
て間隔をおいて複数形成されるトラス構造体と、 を有し、 各前記トラス構造体は、前記屋根面を受ける上辺材と、
前記上辺材に連結され前記天井面部を支持する下辺材
と、 を含むことを特徴とする屋根構造体。
1. A roof structure including two roof surfaces having different roof slopes across a building top and a ceiling surface formed below the roof surface, wherein the roof surface is at least along a flow direction. A plurality of roof surface portions that are divided by a plurality of roof surface portions, a plurality of ceiling surface portions where the ceiling surface is divided at least in the beam direction, the two roof surfaces and the ceiling surface, the roof surface portion and the girder direction of each ceiling surface portion A plurality of truss structures that are respectively supported at both edges and are spaced apart in the girder direction, and each truss structure has an upper sap member that receives the roof surface,
A lower sapwood that is connected to the upper sapwood and supports the ceiling surface portion, and a roof structure.
【請求項2】 請求項1において、 前記トラス構造体の前記下辺材は、前記各天井面部と係
合する係合部を有し、 前記各天井面部は、前記一対のトラス構造体の各係合部
に係合される被係合部を、前記各天井面部の梁間の両端
部にそれぞれ形成することを特徴とする屋根構造体。
2. The truss structure body according to claim 1, wherein the lower sill member has an engaging portion that engages with each of the ceiling surface portions, and each of the ceiling surface portions has an engagement portion of each of the pair of truss structure bodies. A roof structure, wherein engaged parts to be engaged with the joint part are formed at both ends of the ceiling surface part between the beams, respectively.
【請求項3】 請求項1又は2において、 前記各天井面部は、少なくとも、枠組みされた一対の縦
芯材、横芯材と、前記縦芯材、横芯材により枠組みされ
た枠体の一面に貼付される面材と、を有することを特徴
とする屋根構造体。
3. The ceiling surface portion according to claim 1, wherein each of the ceiling surface portions is at least one surface of a frame body framed by the vertical core material and the horizontal core material, and the pair of vertical core materials and the horizontal core material. And a face material attached to the roof structure.
【請求項4】 請求項1乃至3のいずれかにおいて、 前記各天井面部による天井面は、前記壁部のほぼ上端面
に設けられていることを特徴とする屋根構造体。
4. The roof structure according to claim 1, wherein a ceiling surface formed by each of the ceiling surface portions is provided on substantially the upper end surface of the wall portion.
【請求項5】 請求項1に記載の屋根構造体の屋根構築
方法であって、 前記各トラス構造体を、桁方向に沿って平行に立設され
た一対の壁部の上端面にて支持し、 前記各トラス構造体の各上辺材上に、複数の屋根面部を
配置し、 前記各トラス構造体の各下辺材間に、梁間方向にて分割
された複数の天井面部を配置することを特徴とする屋根
構築方法。
5. The roof construction method for a roof structure according to claim 1, wherein the truss structures are supported by upper end surfaces of a pair of wall portions that are erected in parallel along a girder direction. Then, a plurality of roof surface portions are arranged on the upper sap members of the truss structures, and a plurality of ceiling surface portions divided in the beam direction are arranged between the lower sap members of the truss structures. A characteristic roof construction method.
JP8147539A 1996-06-10 1996-06-10 Roof structural body and roof construction method Withdrawn JPH09328860A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8147539A JPH09328860A (en) 1996-06-10 1996-06-10 Roof structural body and roof construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8147539A JPH09328860A (en) 1996-06-10 1996-06-10 Roof structural body and roof construction method

Publications (1)

Publication Number Publication Date
JPH09328860A true JPH09328860A (en) 1997-12-22

Family

ID=15432611

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8147539A Withdrawn JPH09328860A (en) 1996-06-10 1996-06-10 Roof structural body and roof construction method

Country Status (1)

Country Link
JP (1) JPH09328860A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001140396A (en) * 1999-11-11 2001-05-22 Sekisui Chem Co Ltd Roof structure and roof unit
JP2007063764A (en) * 2005-08-29 2007-03-15 Misawa Homes Co Ltd Roof truss member assembling method
JP2011042972A (en) * 2009-08-21 2011-03-03 Eiichiro Amaya Truss unit for roof assembly, roof assembly block, and method for constructing roof of building
JP2016079629A (en) * 2014-10-15 2016-05-16 ミサワホーム株式会社 Roof structure
JP2018035624A (en) * 2016-09-01 2018-03-08 株式会社 ランバーテック Wooded building construction
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
CN115126090A (en) * 2022-07-27 2022-09-30 山西潇河建筑产业有限公司 Large-span multi-section combined truss roof structure system and construction method thereof

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001140396A (en) * 1999-11-11 2001-05-22 Sekisui Chem Co Ltd Roof structure and roof unit
JP2007063764A (en) * 2005-08-29 2007-03-15 Misawa Homes Co Ltd Roof truss member assembling method
JP2011042972A (en) * 2009-08-21 2011-03-03 Eiichiro Amaya Truss unit for roof assembly, roof assembly block, and method for constructing roof of building
JP2016079629A (en) * 2014-10-15 2016-05-16 ミサワホーム株式会社 Roof structure
JP2018035624A (en) * 2016-09-01 2018-03-08 株式会社 ランバーテック Wooded building construction
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
CN115126090A (en) * 2022-07-27 2022-09-30 山西潇河建筑产业有限公司 Large-span multi-section combined truss roof structure system and construction method thereof

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