JPH07252904A - Roof truss - Google Patents

Roof truss

Info

Publication number
JPH07252904A
JPH07252904A JP6041082A JP4108294A JPH07252904A JP H07252904 A JPH07252904 A JP H07252904A JP 6041082 A JP6041082 A JP 6041082A JP 4108294 A JP4108294 A JP 4108294A JP H07252904 A JPH07252904 A JP H07252904A
Authority
JP
Japan
Prior art keywords
pair
climbing
houses
house
bundles
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Withdrawn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
JP6041082A
Other languages
Japanese (ja)
Inventor
Tetsuo Ogawa
哲郎 小川
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.)
National House Industrial Co Ltd
Original Assignee
National House Industrial 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 National House Industrial Co Ltd filed Critical National House Industrial Co Ltd
Priority to JP6041082A priority Critical patent/JPH07252904A/en
Publication of JPH07252904A publication Critical patent/JPH07252904A/en
Withdrawn legal-status Critical Current

Links

Abstract

PURPOSE:To reduce cost by installing a panel as a stock item having 2P width between a pair of trusses mounted while holding a ridge. CONSTITUTION:A pair of upward main houses 11, 12 downward inclined and disposed on both sides while holding the ridge 13 of a roof, a pair of trusses 14, 14 bearing a pair of these upward main houses 11, 12 respectively, and a reinforcing girder 16 stretched between a pair of the upward main houses 11, 12 in the vicinity of the upper ends of these each truss 14, 14 are provided. In the reinforcing girder 16, the upper sections of both ends of I-steel are cut in parallel with the upward main houses, a pair of end plates having an approximately chevron shape are welded at both ends of the I-steel, and mounting holes are formed to joint surfaces with the upward main houses 11, 12 of each end plate. The end plates are fixed onto the upward main houses 11, 12 by a fixture through the mounting holes, and the reinforcing girder 16 is stretched over a pair of the upward main houses 11, 12.

Description

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

【0001】[0001]

【産業上の利用分野】この発明は、積雪寒冷地における
住宅等の小屋組に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a house assembly such as a house in a cold snowy region.

【0002】[0002]

【従来の技術】従来の小屋組を図12に基づいて説明す
る。図において、60,61は棟62を挟んで両側に設
けた登母屋であり、それぞれ束63,64にて支持され
ている。各束63,64は小屋梁(図示せず)上に立設
されており、登母屋60,61には屋根材(図示せず)
が取付けられる。
2. Description of the Related Art A conventional shed assembly will be described with reference to FIG. In the figure, 60 and 61 are climbing houses provided on both sides of the building 62, and are supported by bundles 63 and 64, respectively. Each bundle 63, 64 is erected on a shed beam (not shown), and a roofing material (not shown) is provided on the climbing houses 60, 61.
Is installed.

【0003】[0003]

【発明が解決しようとする課題】従来の小屋組による
と、束63,64の間隔は2P(例えば1Pを900m
mに設定)であるのに対し、束63,63の間隔は1P
である。これは、束63,63の間隔を1Pより広げる
と、小屋組の強度が低下し、積雪により小屋組が崩壊す
る恐れがあるからであった。このように、束63,63
の間隔が1Pしかないため、束63,63間の面戸面セ
ンターには標準品である2Pのパネルを設置することが
できなかった。このため、束63,63間には1P幅の
特殊なパネルを設置しており、コストアップにつながる
という問題があった。
According to the conventional shed, the spacing between the bundles 63 and 64 is 2P (for example, 1P is 900 m).
(set to m), the interval between the bundles 63, 63 is 1P
Is. This is because if the spacing between the bundles 63, 63 is made wider than 1P, the strength of the shed may be reduced and the shed may collapse due to snow. In this way, the bundles 63, 63
Since there is only 1P between the bundles 63, 63, the standard 2P panel could not be installed in the center of the door-to-door surface between the bundles 63 and 63. Therefore, a special panel having a width of 1P is installed between the bundles 63, 63, which causes a problem of cost increase.

【0004】この発明の目的は、棟を挟んで設置した一
対の束間に、標準品のパネルを設置できる小屋組を提供
することである。
An object of the present invention is to provide a shed assembly in which standard panels can be installed between a pair of bundles installed with a ridge sandwiched therebetween.

【0005】[0005]

【課題を解決するための手段】この発明の小屋組は、屋
根の棟を挟んで両側に下向きに傾斜して配設した一対の
登母屋と、これら一対の登母屋をそれぞれ支持した一対
の束と、これら各束の上端近傍において一対の登母屋間
に掛け渡した補強梁とを備えたものである。補強梁は、
I形鋼の両端上部を登母屋と平行に切断し、I形鋼の両
端に略くの字形の一対の端板を溶接し、各端板の登母屋
との接合部に取付孔を形成してなり、取付孔を介して端
板を登母屋に固着具にて固定し、補強梁を一対の登母屋
に掛け渡す。
SUMMARY OF THE INVENTION A shed assembly according to the present invention comprises a pair of climbing houses arranged on both sides of a roof ridge with a downward inclination, and a pair of bundles supporting the pair of climbing houses. And a reinforcing beam hung between a pair of climbing houses near the upper end of each bundle. The reinforcing beam is
Cut the upper ends of the I-shaped steel parallel to the climbing bar, weld a pair of V-shaped end plates to both ends of the I-shaped steel, and form mounting holes at the joints of each end plate with the climbing bar. The end plates are fixed to the tomb house through the mounting holes with fasteners, and the reinforcing beams are hung over the pair of tomb houses.

【0006】[0006]

【作用】この発明の請求項1の構成によれば、束の上端
近傍において、一対の登母屋間に補強梁を掛け渡したの
で、屋根に加わる荷重を補強梁で受けることができ、棟
を挟んで設置した一対の束の間隔を標準品のパネルを設
置できる間隔に広げても小屋組の強度は低下しない。
According to the structure of claim 1 of the present invention, since the reinforcing beam is bridged between the pair of climbing houses near the upper end of the bundle, the load applied to the roof can be received by the reinforcing beam and the ridge Even if the interval between the pair of bundles sandwiched between them is widened to the interval at which standard panels can be installed, the strength of the shed does not decrease.

【0007】また、請求項2の構成によれば、I形鋼か
らなる補強梁の両端に略くの字形の端板を溶接し、各端
板を登母屋に固着具にて固定して掛け渡してあり、補強
梁で受ける荷重は端板に作用し、端板の接合面全体で荷
重を受けることができる。
According to the second aspect of the invention, the reinforcing beams made of the I-shaped steel are welded to the both ends of the V-shaped end plates, and the end plates are fixed to the tomb house by the fasteners. The load received by the reinforcing beam acts on the end plate, and the entire joint surface of the end plate can receive the load.

【0008】[0008]

【実施例】この発明の一実施例を図1ないし図11に基
づいて説明する。図1において、10はトラス状の小屋
梁、11,12は棟13の両側に配設したI形鋼からな
る登母屋、14,15は登母屋11,12を支持した
束、16は束14,14の上端近傍において登母屋1
1,12間に掛け渡した面戸補強梁である。なお、棟1
3と平行に延びる母屋はなく、直接束14,15で傾斜
した登母屋11,12を支持しており、各登母屋11,
12は例えば45度の傾斜角度で設置されている。ま
た、図1のII部分の拡大図を図2に示す。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described with reference to FIGS. In FIG. 1, 10 is a truss-shaped hut beam, 11 and 12 are climbing houses made of I-shaped steel arranged on both sides of the ridge 13, 14 and 15 are bundles supporting the climbing houses 11 and 12, and 16 is a bundle 14 , 14 near the top of
It is a door-door reinforcing beam that spans between 1 and 12. In addition, building 1
There is no purlin that extends in parallel with 3, and directly supports the slanted purlins 11 and 12 with bundles 14 and 15.
12 is installed at an inclination angle of 45 degrees, for example. Further, an enlarged view of the II portion of FIG. 1 is shown in FIG.

【0009】束14は、図3ないし図5に示すように構
成されている。すなわち、鋼製の角パイプ部材17の上
端に、固定部材18を溶接してなる。固定部材18は、
上下フランジ20,24とウェブ23からなる断面がI
形の部材19の一側端に垂直片21を溶接してなり、上
フランジ20は登母屋11と平行に傾斜している。上フ
ランジ20には、ウェブ23の両側において、それぞれ
一対のボルト挿通孔22が形成されている。なお、束1
5も束14と同様に構成されている。
The bundle 14 is constructed as shown in FIGS. That is, the fixing member 18 is welded to the upper end of the square pipe member 17 made of steel. The fixing member 18 is
The cross section consisting of the upper and lower flanges 20 and 24 and the web 23 is I
A vertical piece 21 is welded to one end of the shaped member 19, and the upper flange 20 is inclined parallel to the climbing house 11. The upper flange 20 has a pair of bolt insertion holes 22 formed on both sides of the web 23. In addition, bundle 1
5 is also constructed similarly to the bundle 14.

【0010】補強梁16は、図6ないし図8に示すよう
に構成されている。すなわち、上下フランジ30,31
とウェブ32からなるI形鋼34の両端上部を登母屋1
1,12と平行に切り欠き、I形鋼34の両端に略くの
字形の端板33を溶接して構成されている。端板33の
上部の登母屋11,12と接触する接合面35には、ウ
ェブ32の両側においてそれぞれボルト挿通孔からなる
取付孔36が形成されている。なお、I形鋼34の断面
寸法は、例えば80mm×80mmで、厚さ3.2mm
の部材からなる。
The reinforcing beam 16 is constructed as shown in FIGS. That is, the upper and lower flanges 30, 31
The upper part of both ends of the I-shaped steel 34 composed of the web 32 and the web 32
1 and 12 are cut out in parallel with each other, and are formed by welding substantially V-shaped end plates 33 to both ends of the I-shaped steel 34. Attachment holes 36, which are bolt insertion holes, are formed on both sides of the web 32 on the joint surface 35 that contacts the climbing houses 11 and 12 above the end plate 33. The cross-sectional dimensions of the I-shaped steel 34 are, for example, 80 mm × 80 mm, and the thickness is 3.2 mm.
It consists of members.

【0011】つぎに、小屋組の組立構造について説明す
る。まず、小屋梁10上に束14,15を立設する。こ
のとき、束14,14どうしは2P(例えば1Pを90
0mmに設定)の間隔で配置する。束14,15にて登
母屋11,12を支持する。登母屋11と束14の固定
は、図2に示すように、登母屋11の下フランジ40を
束14の固定部材18の上フランジ20に載置し、下フ
ランジ40に形成したボルト挿通孔(図示せず)ならび
に上フランジ20のボルト挿通孔22にボルト41を挿
通しナットにて接合する。なお、登母屋11と束15、
登母屋12と束14,15の接合も同様に行う。
Next, the assembling structure of the shed assembly will be described. First, the bundles 14 and 15 are erected on the shed beam 10. At this time, the bundles 14 and 14 are 2P (for example, 1P is 90
It is arranged at an interval of 0 mm). The tomb houses 11, 12 are supported by the bundles 14, 15. The climbing house 11 and the bundle 14 are fixed by placing the lower flange 40 of the climbing house 11 on the upper flange 20 of the fixing member 18 of the bundle 14 as shown in FIG. The bolt 41 is inserted through the bolt insertion hole 22 of the upper flange 20 (not shown) and joined with a nut. In addition, tomb house 11 and bundle 15,
The climbing house 12 and the bundles 14 and 15 are joined in the same manner.

【0012】登母屋11,12の上端どうしは、図9に
示すような山形プレート45にて連結されている。すな
わち、山形プレート45を登母屋11,12の両ウェブ
に渡し、山形プレート45のボルト挿通孔51ならびに
登母屋11,12のボルト挿通孔(図示せず)にボルト
(図示せず)を挿通しナットにて固定する。なお、山形
プレート45と登母屋11,12は溶接により接合して
もよい。山形プレート45は、登母屋11,12のウェ
ブの片面もしくは両面に設けられる。また、登母屋1
1,12の下端は、図10および図11に示すような脚
46を介して小屋梁10に固定されている。脚46は、
登母屋11,12のウェブに固定する登母屋固定プレー
ト47と、小屋梁10に固定する小屋梁固定プレート4
8とを一体に接合してなる。登母屋固定プレート47に
は、ボルト挿通孔52が形成されており、ボルト挿通孔
52ならびに登母屋11,12のウェブのボルト挿通孔
(図示せず)にボルト(図示せず)を挿通してナットに
て接合する。なお、登母屋固定プレート47と登母屋1
1,12は溶接により接合してもよい。また、小屋梁固
定プレート48の両側にはそれぞれ一対のボルト挿通孔
49が形成され、このボルト挿通孔49ならびに小屋梁
10のボルト挿通孔(図示せず)にボルト(図示せず)
を挿通し、ナットを締結して脚46と小屋梁10を接合
する。
The upper ends of the climbing houses 11 and 12 are connected by a chevron plate 45 as shown in FIG. That is, the chevron plate 45 is passed to both webs of the climbing houses 11 and 12, and bolts (not shown) are inserted into the bolt insertion holes 51 of the chevron plate 45 and the bolt insertion holes (not shown) of the climbing houses 11 and 12. Fix with nuts. The chevron plate 45 and the climbing houses 11 and 12 may be joined by welding. The chevron plate 45 is provided on one side or both sides of the web of the climbing houses 11, 12. In addition, tomb house 1
The lower ends of 1 and 12 are fixed to the shed beam 10 via legs 46 as shown in FIGS. Legs 46
A climbing house fixing plate 47 fixed to the webs of the climbing houses 11 and 12, and a shed beam fixing plate 4 fixed to the shed beam 10.
And 8 are integrally joined. Bolt insertion holes 52 are formed in the climbing bar fixing plate 47, and bolts (not shown) are inserted into the bolt insertion holes 52 and the bolt insertion holes (not shown) of the webs of the climbing houses 11 and 12. Join with nuts. In addition, the tomb house fixed plate 47 and the tomb house 1
You may join 1 and 12 by welding. A pair of bolt insertion holes 49 are formed on both sides of the shed beam fixing plate 48, and bolts (not shown) are provided in the bolt insertion holes 49 and the bolt insertion holes (not shown) of the shed beam 10.
And the nut 46 is fastened to join the leg 46 and the shed beam 10.

【0013】また、図2に示すように、補強梁16の両
端の端板33の接合面35を、登母屋11,12の下フ
ランジ40の外面に接し、接合部35の取付孔36なら
びに登母屋11,12の下フランジ40のボルト挿通孔
(図示せず)に固着具となるボルト50を挿通し、ナッ
トを締結して、補強梁16を登母屋11,12間に掛け
渡す。さらに、登母屋11,12に屋根板55,56を
固定する。
Further, as shown in FIG. 2, the joint surfaces 35 of the end plates 33 at both ends of the reinforcing beam 16 are brought into contact with the outer surfaces of the lower flanges 40 of the climbing houses 11 and 12, and the mounting holes 36 of the joint portions 35 and the climbing holes. A bolt 50 as a fixing tool is inserted into a bolt insertion hole (not shown) of the lower flange 40 of the purlins 11 and 12, and a nut is fastened, and the reinforcing beam 16 is hung between the climbing purses 11 and 12. Furthermore, the roof boards 55 and 56 are fixed to the climbing houses 11 and 12.

【0014】小屋梁10、登母屋11,12、束14,
15、ならびに補強梁16にて囲まれた各空間には、固
定金物(図示せず)を介してパネル(図示せず)を設置
する。この場合、小屋裏空間においては間仕切パネルが
設置され、切妻面においては外壁パネルが設置される。
束14,14間には、2P幅のパネルが設置される。こ
のように構成された小屋組によると、束14,14の上
端近傍において、一対の登母屋11,12間に補強梁1
6を掛け渡したので、棟13を挟んで立設する一対の束
14,14の間隔を2Pに広げても、屋根に加わる積雪
等の荷重を補強梁16で受けるので、小屋組強度は低下
しない。よって、棟13を挟んで設置した一対の束1
4,14間の中央に、標準品の2P幅のパネルを設置で
き、特殊なパネルが不要となりコストダウンが図れる。
束14,14間に設置する2P幅のパネルとして、例え
ば開口付きパネルを設置することで、小屋裏に大型の出
入り口を形成したり、切妻面に大型の窓を形成すること
ができ、小屋裏換気が効率良く行えるようになる。
Shed beam 10, tomb house 11, 12, bundle 14,
A panel (not shown) is installed in each space surrounded by 15 and the reinforcing beam 16 via a fixed metal object (not shown). In this case, a partition panel is installed in the attic space and an outer wall panel is installed in the gabled surface.
A panel of 2P width is installed between the bundles 14, 14. According to the hut structure configured in this manner, the reinforcing beam 1 is provided between the pair of climbing houses 11 and 12 near the upper ends of the bundles 14 and 14.
Since 6 is crossed over, even if the space between the pair of bundles 14, 14 standing upright with the ridge 13 sandwiched is widened to 2P, the load such as snow on the roof is received by the reinforcing beam 16, so the roof frame strength is reduced. do not do. Therefore, the pair of bundles 1 installed with the building 13 sandwiched therebetween
A standard 2P-wide panel can be installed in the center between 4 and 14, eliminating the need for a special panel and reducing costs.
As a 2P wide panel to be installed between the bundles 14 and 14, for example, a panel with an opening can be installed to form a large entrance / exit in the back of the house or a large window in the gable surface. Ventilation can be performed efficiently.

【0015】また、補強梁16の端板33を登母屋1
1,12に接合したので、端板33の接合面35全体で
補強梁16に加わる荷重を受けることができ、登母屋1
1,12との接合状態も安定する。なお、前記実施例で
は、補強梁16の取付孔36はボルト挿通孔からなるも
のであったが、ねじ孔にて形成し、ボルトを登母屋1
1,12のボルト挿通孔に挿通し取付孔36に締結する
ようにしてもよい。同様に、束14,15の固定部材1
8にねじ孔を形成し、登母屋11,12にボルト止めす
るようにしてもよい。
In addition, the end plate 33 of the reinforcing beam 16 is attached to the climbing house 1.
Since they are joined to the first and the second end plates 12, the entire joining surface 35 of the end plate 33 can receive the load applied to the reinforcing beam 16, and thus the climber 1
The joined state with 1, 12 is also stable. In the above embodiment, the mounting hole 36 of the reinforcing beam 16 was formed of a bolt insertion hole, but it is formed as a screw hole and the bolt is attached to the climbing bar 1.
The bolt insertion holes 1 and 12 may be inserted and fastened to the attachment hole 36. Similarly, the fixing member 1 for the bundles 14 and 15
A screw hole may be formed in 8 and bolted to the climbing houses 11 and 12.

【0016】[0016]

【発明の効果】この発明の請求項1の構成によれば、束
の上端近傍において、一対の登母屋間に補強梁を掛け渡
したので、屋根に加わる荷重を補強梁で受けることがで
き、棟を挟んで設置した一対の束の間隔を標準品のパネ
ルを設置できる間隔に広げても小屋組の強度は低下せ
ず、標準品のパネルを設置して、コストダウンを図るこ
とができる。
According to the structure of claim 1 of the present invention, since the reinforcing beam is hung between the pair of climbing houses near the upper end of the bundle, the load applied to the roof can be received by the reinforcing beam. Even if the space between a pair of bundles installed across the ridge is widened to a space where standard panels can be installed, the strength of the shed does not decrease, and standard panels can be installed to reduce costs.

【0017】また、請求項2の構成によれば、I形鋼か
らなる補強梁の両端に略くの字形の端板を溶接し、各端
板を登母屋に固着具にて固定して掛け渡してあり、補強
梁で受ける荷重は端板に作用し、端板の接合面全体で荷
重を受けることができ、登母屋との接合状態も安定する
という効果が得られる。
According to the second aspect of the present invention, a substantially V-shaped end plate is welded to both ends of the reinforcing beam made of I-shaped steel, and each end plate is fixed to the climbing house by a fastener. The load received by the reinforcing beam acts on the end plate, and the load can be received on the entire joint surface of the end plate, and the joint state with the tomb house can be stabilized.

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

【図1】この発明の一実施例の正面図である。FIG. 1 is a front view of an embodiment of the present invention.

【図2】図1のII部分の拡大正面図である。FIG. 2 is an enlarged front view of a portion II of FIG.

【図3】この発明の一実施例の束の上端の側面図であ
る。
FIG. 3 is a side view of the upper end of the bundle according to the embodiment of the present invention.

【図4】この発明の一実施例の束の上端の側面図であ
る。
FIG. 4 is a side view of the upper end of the bundle according to the embodiment of the present invention.

【図5】図3のV−V断面図である。5 is a sectional view taken along line VV of FIG.

【図6】この発明の一実施例の補強梁の部分平面図であ
る。
FIG. 6 is a partial plan view of a reinforcing beam according to an embodiment of the present invention.

【図7】この発明の一実施例の補強梁の側面図である。FIG. 7 is a side view of a reinforcing beam according to an embodiment of the present invention.

【図8】図6のVIII−VIII断面図である。8 is a sectional view taken along line VIII-VIII in FIG.

【図9】この発明の一実施例の登母屋上端に設置する山
形プレートの正面図である。
FIG. 9 is a front view of a chevron plate installed at the upper end of the climbing house according to the embodiment of the present invention.

【図10】この発明の一実施例の登母屋下端に設置する
脚の正面図である。
FIG. 10 is a front view of the legs installed at the lower end of the climbing house in one embodiment of the present invention.

【図11】この発明の一実施例の登母屋下端に設置する
脚の側面図である。
FIG. 11 is a side view of the legs installed at the lower end of the climbing house in the embodiment of the present invention.

【図12】従来例の正面図である。FIG. 12 is a front view of a conventional example.

【符号の説明】[Explanation of symbols]

11,12 登母屋 13 棟 14,15 束 16 補強梁 11 and 12 Tomb house 13 building 14 and 15 bundle 16 Reinforcement beam

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 屋根の棟を挟んで両側に下向きに傾斜し
て配設した一対の登母屋と、これら一対の登母屋をそれ
ぞれ支持した一対の束と、これら各束の上端近傍におい
て前記一対の登母屋間に掛け渡した補強梁とを備えた小
屋組。
1. A pair of climbing houses arranged on both sides of the roof ridge with a downward inclination, a pair of bundles supporting the pair of climbing houses, and the pair in the vicinity of the upper end of each bundle. A hut group with a reinforcing beam that spans between the tombs in
【請求項2】 前記補強梁は、I形鋼の両端上部を前記
登母屋と平行に切断し、前記I形鋼の両端に略くの字形
の一対の端板を溶接し、前記各端板の前記登母屋との接
合面に取付孔を形成してなり、 前記取付孔を介して前記端板を前記登母屋に固着具にて
固定し、前記補強梁を前記一対の登母屋に掛け渡したこ
とを特徴とする請求項1記載の小屋組。
2. The reinforcing beam is formed by cutting upper ends of both ends of an I-shaped steel parallel to the climbing bar, and welding a pair of substantially V-shaped end plates to both ends of the I-shaped steel. A mounting hole is formed in the joint surface with the climbing house, the end plate is fixed to the climbing house with a fixing tool through the mounting hole, and the reinforcing beams are hung on the pair of climbing houses. The shed assembly according to claim 1, wherein
JP6041082A 1994-03-11 1994-03-11 Roof truss Withdrawn JPH07252904A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6041082A JPH07252904A (en) 1994-03-11 1994-03-11 Roof truss

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6041082A JPH07252904A (en) 1994-03-11 1994-03-11 Roof truss

Publications (1)

Publication Number Publication Date
JPH07252904A true JPH07252904A (en) 1995-10-03

Family

ID=12598551

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6041082A Withdrawn JPH07252904A (en) 1994-03-11 1994-03-11 Roof truss

Country Status (1)

Country Link
JP (1) JPH07252904A (en)

Similar Documents

Publication Publication Date Title
JPH0645949B2 (en) Cottage
JPH07252904A (en) Roof truss
JP3373470B2 (en) How to install truss truss members
JP2713861B2 (en) Hut
JP2514578B2 (en) Mansard roof hut structure and construction method
JPS6339285Y2 (en)
JPH11336242A (en) Roof truss structure of small roof and execution method thereof
JPS5834882Y2 (en) Assembly structure of verandas, balconies, etc.
JP3667392B2 (en) Upper floor panel fixing structure
JPH10169085A (en) Frame structure of roof
JP2955188B2 (en) Prefabricated building
JPH0738494Y2 (en) Bearing wall panel mounting structure
JP3277010B2 (en) Roof structure
JP2003013538A (en) Roof frame structure
JPH0515859B2 (en)
JPH10311088A (en) Steel frame building, connection part structure of columns and tie-beams of that building, and connection plates used for that connection part
JPH0610438A (en) Roof of building and method for constructing it
JPH1136503A (en) Roof structure of building
JPH02167946A (en) Roof unit
JPH0754434A (en) Roof structure
JPH0544287A (en) Roof panel bearing structure
JPH108625A (en) Joining structure for rafter
JPH0493440A (en) Bent beam and roof truss structure body using thereof
JP2000110294A (en) Roof structure of building
JPH04285242A (en) Ridge structure

Legal Events

Date Code Title Description
A300 Withdrawal of application because of no request for examination

Free format text: JAPANESE INTERMEDIATE CODE: A300

Effective date: 20010605