JPH11172836A - Roof truss structure and work executing method - Google Patents
Roof truss structure and work executing methodInfo
- Publication number
- JPH11172836A JPH11172836A JP9342726A JP34272697A JPH11172836A JP H11172836 A JPH11172836 A JP H11172836A JP 9342726 A JP9342726 A JP 9342726A JP 34272697 A JP34272697 A JP 34272697A JP H11172836 A JPH11172836 A JP H11172836A
- Authority
- JP
- Japan
- Prior art keywords
- wood
- steel
- joist
- platform
- groove shape
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、広くは建築物の小
屋組構造に係わり、特に薄鋼板を略U字状に成形された
軽量溝形鋼ビス接合して形成するスチールハウスの小屋
組構造およびその施工法に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates generally to a cabin structure of a building, and more particularly to a cabin structure of a steel house formed by joining thin steel plates to a substantially U-shaped lightweight channel steel screw. And its construction method.
【0002】[0002]
【従来の技術】図4は従来の小屋組構造の実施の形態を
示す斜視図、および図5は同じく他の形態を示す斜視図
である。一般的にスチールハウス等の枠組み壁工法によ
る建築物の施工においては、まず1階床→1階壁→2階
床→2階壁へと下部構造から順に最上階壁5の立設施工
までを行ってから、小屋組構造の施工としてあらかじめ
組み立てた屋根トラス1を最上階壁5上へ直に設置して
いる。その後、最上階壁5上の水平面の剪断剛性を確保
するため、最上階天井面の下地材を兼ねるトラス下弦材
および天井根太への水平ブレース2の取付け(図4参
照)、またはトラス下弦材および天井根太下面への構造
用合板3の取付けを行っていた(図5および図6参
照)。2. Description of the Related Art FIG. 4 is a perspective view showing an embodiment of a conventional hut assembly structure, and FIG. 5 is a perspective view showing another embodiment of the same. Generally, in the construction of a building by a frame wall method such as a steel house, first, the first-floor → first-floor → second-floor → second-floor walls are constructed in order from the lower structure to the erect construction of the top-floor wall 5. After that, the roof truss 1 pre-assembled as the construction of the hut structure is installed directly on the top floor wall 5. Thereafter, in order to secure the shear rigidity of the horizontal plane on the top floor wall 5, the lower brass truss also serving as a base material for the top floor ceiling and the horizontal brace 2 is attached to the ceiling joist (see FIG. 4), or The structural plywood 3 was mounted on the underside of the ceiling joist (see FIGS. 5 and 6).
【0003】[0003]
【発明が解決しようとする課題】上記のような従来の小
屋組構造の施工においては、背が高く重い重量がある屋
根トラスを最上階壁上へ直に立設施工するため、安全な
足場を確保し施工することが大変であり、また、水平ブ
レース、構造用合板の取付け作業は上向きビス打ち作業
となり施工性の悪いものであった。また、上弦材、下弦
材に対し背中合わせでつか材、斜材をビス接合すること
により形成されるトラス側面への石膏ボードの取付けは
困難なことから、小屋裏空間を利用した部屋を形成する
場合には、別途内装下地を用いなければならなかった。In the construction of the above-mentioned conventional shed structure, since a tall and heavy roof truss is directly erected on the top floor wall, a safe scaffold is required. It was difficult to secure and construct, and the work of attaching the horizontal brace and the structural plywood was an upward screwing work, which was poor in workability. In addition, since it is difficult to attach gypsum board to the side of the truss formed by joining the upper and lower chords with backing materials and diagonal materials with screws, it is difficult to form a room using the space behind the hut Had to use a separate interior substrate.
【0004】本発明は、上記のような課題を解決するた
めになされたもので、小屋組施工の際の作業の安全性、
施工性を改善するとともに、建物の水平剛性を向上さ
せ、建物の高断熱化を容易にする小屋組構造を得ること
を目的としたものである。SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems, and has been made to improve the safety of work at the time of constructing a hut.
An object of the present invention is to improve the workability, improve the horizontal rigidity of the building, and obtain a hut structure that facilitates high insulation of the building.
【0005】[0005]
【課題を解決するための手段】本発明に係る小屋組構造
は、薄鋼板を略U字状に成形した軽量溝形鋼をビス接合
して形成するスチールハウスにおける小屋組構造の施工
法であって、最上階壁の第一の上梁材と、これに対峙す
る第二の上梁材を連結する天井根太材を配置する工程
と、第一の上梁材または第二の上梁材または天井根太材
の上に板材を配置する工程と、該板材の上に、垂木材お
よびつか材を設置する工程を有するものである。A truss structure according to the present invention is a construction method of a truss structure in a steel house formed by screw-joining a lightweight channel steel formed by forming a thin steel sheet into a substantially U-shape. Arranging a first upper beam of the top floor wall and a ceiling joist connecting the second upper beam facing the first upper beam, a first upper beam or a second upper beam or The method includes a step of arranging a board on a ceiling joist, and a step of installing a dropping wood and a sash on the board.
【0006】また、板材上に設置した垂木材またはつか
材を相互に連結する棟木材を設置する工程と、垂木材
を、該棟木材と上梁材のそれぞれ設置する工程をさらに
有するものである。Further, the method further includes a step of installing a hanging wood or a ridge wood that interconnects the hanging materials placed on the plate material, and a step of installing the hanging wood and the upper wood material respectively. .
【0007】また、薄鋼板を略U字状に成形した軽量溝
形鋼をビス接合して形成するスチールハウスにおける小
屋組構造であって、最上階壁の第一の上梁材と、これに
対峙する第二の上梁材を連結する天井根太材と、第一の
上梁材または第二の上梁材または天井根太材の上に配置
した板材と、該板材の上に、設置する垂木材およびつか
材を有するものである。Further, there is provided a shed structure in a steel house formed by screw-joining a lightweight channel steel in which a thin steel sheet is formed into a substantially U-shape, wherein a first upper beam member of a top floor wall and a A ceiling joist connecting the opposing second upper joist; a plate arranged on the first upper joist or the second upper joist or the ceiling joist; and a droop installed on the plate It has wood and wood.
【0008】また、板材上に設置した垂木材またはつか
材を相互に連結する棟木材と、該棟木材と上梁材のそれ
ぞれに設置した第二の垂木材をさらに有するものであ
る。[0008] Further, the present invention further comprises a ridged wood or a ridged wood installed on a plate material for interconnecting the lumbers, and second tressed woods respectively installed on the ridged wood and the upper beam.
【0009】[0009]
【発明の実施の形態】実施の形態1.図1は本発明に係
る小屋組構造の実施の形態1の架構状態を示す斜視図、
図2は最上階壁上のプラットホームの架構状態を示す拡
大斜視図、図3は小屋組構造の架構状態を示す拡大斜視
図である。図において、10は最上階壁5の上に架設さ
れプラットホームで、最上階壁5の上端部に軽量溝形鋼
を伏せた状態に設けている最上階上枠11に架設され
る。その手順は、1階床→1階壁→2階床→2階壁と下
部構造から順に施工された最上階壁5上において、ま
ず、桁行き方向に沿った最上階壁5上部の第1の梁材と
しての最上階上枠11上へ、前記第1の梁材と対峙する
ように第2の梁材として軽量形鋼の溝形鋼12を開口が
建物内部に向くようにビス接合する。さらに、天井根太
材としてリップ溝形鋼13を横方向に開口させて、前記
溝形鋼12の中側へ差し込んで直交する方向に架け渡
し、ビス接合する。前記リップ溝形鋼13上に板材とし
て構造用合板3を千鳥に配置し、所定間隔でビス止めし
てプラットフォーム10を構成する。DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiment 1 FIG. 1 is a perspective view showing a frame state according to a first embodiment of a hut assembly structure according to the present invention,
FIG. 2 is an enlarged perspective view showing the frame state of the platform on the top floor wall, and FIG. 3 is an enlarged perspective view showing the frame state of the hut assembly structure. In the figure, reference numeral 10 denotes a platform which is erected on the uppermost floor wall 5 and is erected on the uppermost upper frame 11 in which a lightweight channel steel is provided on the upper end of the uppermost floor wall 5 in a state where it is faced down. The procedure is as follows. On the top floor wall 5 constructed in order from the first floor → the first floor → the second floor → the second floor and the lower structure, first, the first upper part of the top floor wall 5 along the girder direction. On the top frame 11 of the top floor as a beam material, a grooved steel 12 of lightweight section steel is screw-bonded as a second beam material so as to face the first beam material so that the opening faces the inside of the building. . Further, a lip channel steel 13 is opened laterally as a ceiling joist material, inserted into the inside of the channel steel 12, bridged in an orthogonal direction, and screw-joined. The structural plywood 3 as a plate material is staggered on the lip channel steel 13 and screwed at predetermined intervals to form the platform 10.
【0010】次に、前記プラットフォーム10上で、溝
形鋼を上下枠に用い、リップ溝形鋼を縦枠に用いること
により構成した屋根三角形壁20を組み立て、あるいは
地上で組み立てた屋根三角形壁20をプラットホーム1
0上の所定の位置に立設してビス接合する。前記屋根三
角形壁20に棟木21、母屋22を差し渡し、さらに垂
木23を架ける垂木方式屋根の小屋組が完成する。Next, on the platform 10, a roof triangular wall 20 constructed by using channel steel for the upper and lower frames and using a lip channel steel for the vertical frame is assembled, or the roof triangular wall 20 assembled on the ground. Platform 1
It is erected at a predetermined position on 0 and screwed. A ridge set 21 with a rafter type roof, in which a purlin 21 and a purlin 22 are passed over the roof triangular wall 20 and a rafter 23 is further suspended, is completed.
【0011】上記のように構成された小屋組構造におい
ては、最上階壁上の最上階上枠上へ溝形鋼を接合し、こ
れにリップ溝形鋼を架け渡し、構造用合板を千鳥に配置
して所定間隔でビス止めしたプラットフォームを構成し
たので、最上階壁上水平面の剪断剛性を大幅に向上でき
る。また、最上階壁上へのプラットフォームの施工は、
全てのビス打ちが下向き作業である。さらに、上部架構
の際の足場となる。構造用合板が屋根三角形壁からの熱
の伝達を抑制する。屋根三角形壁は直接石膏ボードが貼
り付けられる。さらに、本発明においては、全ての垂木
材につか材が必要でないから、板材と複数のつか材の間
に屋根裏部屋を確保することが可能になる。In the hut structure constructed as described above, the channel steel is joined onto the uppermost frame on the uppermost wall, the lip channel steel is bridged over this, and the structural plywood is staggered. Since the platforms are arranged and screwed at predetermined intervals, the shear rigidity of the horizontal plane on the top floor wall can be greatly improved. In addition, the construction of the platform on the top floor wall,
All screw driving is a downward operation. In addition, it provides a foothold for the upper frame. Structural plywood suppresses heat transfer from the roof triangular wall. Plaster board is directly attached to the roof triangle wall. Further, in the present invention, since no lumber is required for all the hanging lumber, it becomes possible to secure an attic between the board and the plurality of lumber.
【0012】[0012]
【発明の効果】以上のように本発明によれば、従来のト
ラス下弦材および天井根太への水平ブレース、構造用合
板の取付けの代わりに、溝形鋼、リップ溝形鋼および構
造用合板により最上階上に強固なプラットフォームを構
成することにより、最上階壁上水平面の剪断剛性を大幅
に向上させることができる。また、最上階壁上へのプラ
ットフォーム施工では、全てのビス打ちが下向き作業で
あるため、水平ブレース、構造用合板の取付け時の上向
きビス打ち作業と比べ大きく作業性が改善される。最上
階壁上に施工されたプラットフォームは屋根三角形壁を
取り付けるための自由に動き回れる足場となり、従来の
屋根トラスを最上階壁上に直に立設する作業と比較し飛
躍的に作業性が向上し、十分な安全性が確保される。従
来の屋根トラスを最上階壁上に直に立設する構造では、
屋根トラスからの熱が直接最上階壁上枠の溝形鋼に伝わ
るため、建物の断熱化が困難であった。本発明では、プ
ラットフォーム上面を構成すると構造用合板により屋根
三角形壁からの熱の伝達が抑えられるため建物の断熱化
が容易となる。リップ溝形鋼を背中合わせにビス接合し
形成される屋根トラスと比べ、屋根三角形壁は溝形鋼を
上下枠に用いリップ溝形鋼を縦枠として上下枠に差し込
み、ビス接合することにより製作されるため、直接石膏
ボードを貼り付けることができるため、内装仕上げが容
易となる。As described above, according to the present invention, instead of attaching the conventional horizontal braces and structural plywood to the lower chord members and the ceiling joists, channel steel, lip channel steel and structural plywood are used. By constructing a strong platform on the top floor, the shear rigidity of the horizontal plane on the top floor wall can be greatly improved. Further, in the construction of the platform on the top floor wall, since all screw driving is a downward operation, workability is greatly improved as compared with an upward screw driving operation when attaching a horizontal brace and a structural plywood. The platform constructed on the top floor wall is a free-moving scaffold for attaching the roof triangular wall, dramatically improving the workability compared to the conventional work of directly installing a roof truss on the top floor wall And sufficient safety is ensured. In a structure in which a conventional roof truss is erected directly on the top floor wall,
Heat from the roof truss was directly transmitted to the channel steel on the upper frame of the top floor, making it difficult to insulate the building. According to the present invention, when the upper surface of the platform is formed, the transfer of heat from the roof triangular wall is suppressed by the structural plywood, thereby facilitating the heat insulation of the building. Compared with the roof truss formed by screwing lip channel steel back to back, the roof triangular wall is manufactured by inserting the lip channel steel into the vertical frame using the channel steel as the upper and lower frames, and screwing it together. Therefore, since the gypsum board can be directly adhered, the interior finish becomes easy.
【図1】本発明の小屋組構造の実施の形態1の架構状態
を示す斜視図である。FIG. 1 is a perspective view showing a frame structure according to a first embodiment of a shed structure of the present invention.
【図2】本発明の小屋組構造の実施の形態1の最上階壁
上のプラットホームを示す拡大斜視図である。FIG. 2 is an enlarged perspective view showing a platform on a top floor wall according to the first embodiment of the shed structure of the present invention.
【図3】本発明の小屋組構造の実施の形態1の架構状態
を示す拡大斜視図である。FIG. 3 is an enlarged perspective view showing a framing structure according to Embodiment 1 of the present invention.
【図4】従来の小屋組構造の実施の形態を示す斜視図で
ある。FIG. 4 is a perspective view showing an embodiment of a conventional hut assembly structure.
【図5】従来の小屋組構造の他の実施の形態を示す斜視
図である。FIG. 5 is a perspective view showing another embodiment of a conventional hut assembly structure.
【図6】図5の部分拡大図である。FIG. 6 is a partially enlarged view of FIG. 5;
5 最上階壁 10 プラットホーム 11 最上階壁上枠 12 溝形鋼 13 リップ溝形鋼 14 構造用合板 20 屋根三角形壁 21 棟木 22 母屋 23 垂木 Reference Signs List 5 top floor wall 10 platform 11 top floor wall upper frame 12 channel steel 13 lip channel steel 14 structural plywood 20 roof triangular wall 21 purlin 22 purlin 23 rafter
Claims (4)
をビス接合して形成するスチールハウスにおける小屋組
構造の施工法であって、 最上階壁の第一の上梁材と、これに対峙する第二の上梁
材を連結する天井根太材を配置する工程と、第一の上梁
材または第二の上梁材または天井根太材の上に板材を配
置する工程と、該板材の上に、垂木材およびつか材を設
置する工程を有することを特徴とする小屋組構造の施工
法。1. A method for constructing a shed structure in a steel house formed by screw-joining a lightweight channel steel formed by forming a thin steel sheet into a substantially U-shape, comprising: a first upper beam member of a top floor wall; , A step of arranging a ceiling joist to connect the second upper joist to face it, and a step of arranging a plate on the first upper joist or the second upper joist or the ceiling joist, A method for constructing a hut structure, comprising a step of placing hanging wood and truss on the board.
相互に連結する棟木材を設置する工程と、垂木材を、該
棟木材と上梁材のそれぞれ設置する工程をさらに有する
ことを特徴とする請求項1記載の小屋組構造の施工法。2. The method according to claim 1, further comprising the steps of: installing a hanging wood or a ridge wood that interconnects the hanging materials installed on the board; and installing the hanging wood, respectively, in the ridge wood and the upper beam. The construction method of a hut structure according to claim 1.
をビス接合して形成するスチールハウスにおける小屋組
構造であって、 最上階壁の第一の上梁材と、これに対峙する第二の上梁
材を連結する天井根太材と、第一の上梁材または第二の
上梁材または天井根太材の上に配置した板材と、該板材
の上に、設置する垂木材およびつか材を有することを特
徴とする小屋組構造。3. A shed structure in a steel house formed by screw-joining a lightweight channel steel formed by forming a thin steel sheet into a substantially U-shape, comprising: a first upper beam member of a top floor wall; A ceiling joist connecting the opposing second upper joist; a plate arranged on the first upper joist or the second upper joist or the ceiling joist; and a droop installed on the plate A hut structure having wood and wood.
相互に連結する棟木材と、該棟木材と上梁材のそれぞれ
に設置した第二の垂木材をさらに有することを特徴とす
る請求項3記載の小屋組構造の施工法。4. The building according to claim 1, further comprising a ridged wood or a ridged wood installed on the board for interconnecting the lumbers, and second lagged woods respectively installed on the ridged wood and the upper beam. Item 3. The method for constructing a hut structure according to item 3.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP34272697A JP3876507B2 (en) | 1997-12-12 | 1997-12-12 | Hut structure and its construction method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP34272697A JP3876507B2 (en) | 1997-12-12 | 1997-12-12 | Hut structure and its construction method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH11172836A true JPH11172836A (en) | 1999-06-29 |
JP3876507B2 JP3876507B2 (en) | 2007-01-31 |
Family
ID=18356020
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP34272697A Expired - Fee Related JP3876507B2 (en) | 1997-12-12 | 1997-12-12 | Hut structure and its construction method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3876507B2 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002021247A (en) * | 2000-07-11 | 2002-01-23 | Asahi Kasei Corp | Roof truss of gable structure and method for constructing the same |
JP2016108890A (en) * | 2014-12-09 | 2016-06-20 | 株式会社エヌ・シー・エヌ | Roof structure |
CN107217773A (en) * | 2017-07-26 | 2017-09-29 | 贵州理工环保新材料研究有限公司 | One species wood bidirectional hollow building cover structure and preparation method thereof |
RU2759464C1 (en) * | 2021-06-07 | 2021-11-15 | Владимир Викторович Лозенко | Method for building the upper floor of a building |
-
1997
- 1997-12-12 JP JP34272697A patent/JP3876507B2/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002021247A (en) * | 2000-07-11 | 2002-01-23 | Asahi Kasei Corp | Roof truss of gable structure and method for constructing the same |
JP2016108890A (en) * | 2014-12-09 | 2016-06-20 | 株式会社エヌ・シー・エヌ | Roof structure |
CN107217773A (en) * | 2017-07-26 | 2017-09-29 | 贵州理工环保新材料研究有限公司 | One species wood bidirectional hollow building cover structure and preparation method thereof |
RU2759464C1 (en) * | 2021-06-07 | 2021-11-15 | Владимир Викторович Лозенко | Method for building the upper floor of a building |
Also Published As
Publication number | Publication date |
---|---|
JP3876507B2 (en) | 2007-01-31 |
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