JPH04343957A - Water pitch method of roof - Google Patents

Water pitch method of roof

Info

Publication number
JPH04343957A
JPH04343957A JP3142404A JP14240491A JPH04343957A JP H04343957 A JPH04343957 A JP H04343957A JP 3142404 A JP3142404 A JP 3142404A JP 14240491 A JP14240491 A JP 14240491A JP H04343957 A JPH04343957 A JP H04343957A
Authority
JP
Japan
Prior art keywords
roof
slope
land
slab
beams
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
Application number
JP3142404A
Other languages
Japanese (ja)
Other versions
JP2662749B2 (en
Inventor
Mitsuru Hirakawa
満 平川
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.)
Sekisui House Ltd
Original Assignee
Sekisui House 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 Sekisui House Ltd filed Critical Sekisui House Ltd
Priority to JP3142404A priority Critical patent/JP2662749B2/en
Publication of JPH04343957A publication Critical patent/JPH04343957A/en
Application granted granted Critical
Publication of JP2662749B2 publication Critical patent/JP2662749B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE:To provide a water pitch method suitable to a flat roof as covering a roof slab by a light-weight flamed concrete panel. CONSTITUTION:In a water pitch method for providing a roof having a water pitch on a roof slab 2 by a light-weight foamed concrete panel 20, the light- weight foamed concrete panel 20 is fixed onto a land beam 1 to form the flat roof slab 2, and a graded beam 3 is fixed onto the upper surface of the roof slab 2 formed on the land beam 1 at a determined pitch. After a heat-insulating material 4 is laid between the graded beams 3, a roof bed material 5 is fixed onto the graded beam 3 fixed onto the roof slab 2 upper surface, and the roof bed material 5 fixed onto the graded beam 3 is covered with roof tiles 6.

Description

【発明の詳細な説明】[Detailed description of the invention]

【0001】0001

【産業上の利用分野】本発明は、屋根を傾斜させて水勾
配を形成する工法に関し、特に軽量気泡コンクリートパ
ネルによる屋根スラブ上に葺くようなフラットルーフに
適する水勾配工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a construction method for forming a water gradient by inclining a roof, and more particularly to a water gradient construction method suitable for flat roofs such as roof slabs made of lightweight cellular concrete panels.

【0002】0002

【従来の技術】従来、軽量気泡コンクリートパネル(以
下ALCパネルという)による屋根スラブ上に設けた屋
根は、図5、図6に示すように、まず、高さが順次高く
なるように形成した勾配梁束301を陸梁1にボルト3
02により所定ピッチで多数固定し、この陸梁1に固定
した勾配梁束301に山形鋼等で形成した梁材料303
をそれぞれボルト304で連結することにより水勾配用
の勾配梁300を形成していた。そして、この勾配梁3
00上にALCパネル20を固定することにより傾斜し
た屋根スラブ200を形成し、この屋根スラブ200上
面にパーチクルボード50やアスファルトルーフィング
51等を全面的に敷設した後、瓦6等を葺くことにより
水勾配を有する屋根を形成する方法を採用していた。
[Prior Art] Conventionally, a roof made of lightweight aerated concrete panels (hereinafter referred to as ALC panels) installed on a roof slab has been constructed by first forming a slope that gradually increases in height, as shown in FIGS. 5 and 6. Bolt 3 to beam bundle 301 to land beam 1
A beam material 303 made of angle iron or the like is fixed to a slope beam bundle 301 fixed to the land beam 1 in large numbers at a predetermined pitch according to 02.
By connecting these with bolts 304, a slope beam 300 for water slope was formed. And this slope beam 3
A sloped roof slab 200 is formed by fixing the ALC panel 20 on top of the roof slab 200, and after laying particle board 50, asphalt roofing 51, etc. on the entire surface of the roof slab 200, roofing with tiles 6 etc. A method was adopted to form a roof with a slope.

【0003】0003

【発明が解決しようとする課題】しかしながら、この従
来の方法では、まず、狭い陸梁の上で勾配梁の組立てを
しなければならず、施工安全上、水平ネット等の張設が
必要となり、施工効率が悪く省力化もしにくいという問
題があった。
[Problems to be Solved by the Invention] However, in this conventional method, the slope beam must first be assembled on a narrow land beam, and for construction safety reasons, it is necessary to install horizontal nets, etc. There were problems in that construction efficiency was poor and it was difficult to save labor.

【0004】また、屋根スラブの施工に際し、勾配梁の
上に多数のALCパネルを仮置きすることができず一枚
ずつ受け取って敷設しなければならないため、余分な時
間と手間がかかるという問題があった。また、作業時は
陸梁の上に勾配梁があって足場が悪く、大変危険である
し、作業能率も悪くしているという問題点があった。
[0004] Furthermore, when constructing a roof slab, it is not possible to temporarily place a large number of ALC panels on a sloped beam, and the panel must be received and installed one by one, which takes extra time and effort. there were. In addition, there was a problem that during work, there was a sloped beam on top of the land beam, which made the footing difficult, making it very dangerous and reducing work efficiency.

【0005】また、勾配梁は、陸梁上にしか施工できず
その配置が限定されるため、屋根形状はペントハウス等
が有っても切妻型や片流れ型が一般的であり、屋根形状
を寄せ棟型等にする場合は、梁の架構方法を変更しAL
Cパネルもそれに合わせて加工することが必要になると
いう問題があった。
[0005] Furthermore, slope beams can only be constructed on land beams and their placement is limited, so even if there is a penthouse, the roof shape is generally a gable type or one-sided type, and the roof shape is not aligned. If you want to use a ridge type, etc., change the beam construction method and AL
There was a problem in that the C panel also needed to be processed accordingly.

【0006】また、屋根スラブと屋根との間には空間部
が生じない構造のため、前記屋根スラブと屋根との間に
断熱材が敷設できず、水勾配の少ないフラットルーフ型
の屋根では断熱性が悪くなるという問題点があった。
[0006] Furthermore, since the structure does not create a space between the roof slab and the roof, it is not possible to install insulation material between the roof slab and the roof, and flat roof type roofs with a small water slope do not have insulation. There was a problem that the sex deteriorated.

【0007】本発明は、上述のような従来方法の問題点
を解消し、ALCパネルによる屋根スラブの取付けや屋
根葺き作業を安全に施工でき、かつ、作業を省力化して
作業効率を上げることができ、また屋根形状を任意に設
定できると共に、屋根と屋根スラブの間に断熱材の敷設
が可能となる屋根の水勾配工法を提供することを目的と
する。
[0007] The present invention solves the problems of the conventional methods as described above, allows installation of roof slabs using ALC panels and roofing work safely, and also saves labor and improves work efficiency. To provide a water slope construction method for a roof, which allows the roof shape to be arbitrarily set, and also enables the installation of a heat insulating material between the roof and the roof slab.

【0008】[0008]

【課題を解決するための手段】前記目的を達成するため
の手段として本発明の屋根の水勾配工法では、軽量気泡
コンクリートパネルによる屋根スラブ上に水勾配を有す
る屋根を設ける水勾配工法において、前記軽量気泡コン
クリートパネルを陸梁上に固定して水平な屋根スラブを
形成し、陸梁上に形成した屋根スラブの上面に勾配梁を
所定ピッチで固定し、屋根スラブ上面に固定した勾配梁
上に屋根下地材を固定し、勾配梁上に固定した屋根下地
材に屋根を葺く方法を採用した。
[Means for Solving the Problems] As a means for achieving the above-mentioned object, in the water slope construction method for a roof of the present invention, a roof having a water slope is provided on a roof slab made of lightweight aerated concrete panels. Lightweight aerated concrete panels are fixed on the land beams to form a horizontal roof slab, slope beams are fixed at a specified pitch to the top surface of the roof slab formed on the land beams, and slope beams are fixed to the top surface of the roof slab. A method was adopted in which the roof base material was fixed and the roof was placed on the roof base material that was fixed on the sloped beams.

【0009】[0009]

【作用】本発明の屋根の水勾配工法では、上述のように
、ALCパネルを陸梁に固定して屋根スラブを形成する
ので、屋根スラブは水平に配置されるから、まず複数枚
のALCパネルを要所の陸梁上に仮置して屋根スラブを
形成後、このスラブ上に多数のALCパネルを仮置し、
この屋根スラブ上のALCパネルを使用して屋根スラブ
を延設してゆく。この場合、既に敷設した屋根スラブが
水平で広い足場となると共に陸梁上に勾配梁等の突出部
がないので、安全に効率よく作業を進めることができる
。また、勾配梁は、水平に形成された屋根スラブ上面に
所定ピッチで固定すれば良く、屋根はパーチクルボード
やアスファルトルーフィング等の下地材を勾配梁に取付
けた後葺くことになる。この場合、屋根下地材と屋根ス
ラブとの間に勾配梁による空間部が形成されるので、こ
の空間部に断熱材を敷設することができる。  また、
屋根形状は、前記勾配梁の配置状態により種々形成する
ことができる。
[Operation] In the roof water slope construction method of the present invention, as mentioned above, the ALC panels are fixed to the land beams to form the roof slab, so the roof slabs are arranged horizontally, so first, a plurality of ALC panels After forming a roof slab by temporarily placing it on the land beams at key points, a large number of ALC panels are temporarily placed on this slab,
The ALC panel on this roof slab is used to extend the roof slab. In this case, the roof slab that has already been laid serves as a horizontal and wide footing, and there are no protruding parts such as slope beams on the land beams, so the work can be carried out safely and efficiently. Further, the sloped beams may be fixed at a predetermined pitch on the upper surface of a horizontally formed roof slab, and the roof is covered after a base material such as particle board or asphalt roofing is attached to the sloped beams. In this case, since a space is formed by the sloped beam between the roof base material and the roof slab, a heat insulating material can be laid in this space. Also,
Various roof shapes can be formed depending on the arrangement of the sloped beams.

【0010】0010

【実施例】以下本発明の実施例を図面に基づいて詳細に
説明する。図1は本発明実施例の屋根構造を勾配梁の側
面側から示す断面図、図2は同上の勾配梁の取付け状態
を示す斜視図、図3は同上の屋根構造を勾配梁の正面側
から示す断面図、図4は、ペントハウスのある屋根を寄
せ棟型に形成する勾配梁の配置を示す説明図である。本
実施例の屋根構造Aは、陸梁1と、屋根スラブ2と、勾
配梁3と、断熱材4と、屋根下地材5と、瓦6とを主要
な構成としている。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. Fig. 1 is a sectional view showing the roof structure according to the embodiment of the present invention from the side of the slope beam, Fig. 2 is a perspective view showing the installed state of the slope beam, and Fig. 3 shows the roof structure of the above example from the front side of the slope beam. The cross-sectional view shown in FIG. 4 is an explanatory diagram showing the arrangement of sloped beams that form the roof of the penthouse into a hipped shape. The roof structure A of this embodiment mainly includes a land beam 1, a roof slab 2, a slope beam 3, a heat insulating material 4, a roof base material 5, and tiles 6.

【0011】前記陸梁1は、屋根スラブ2の取付梁とな
るものであって、複数のH型鋼を水平に配置し、実施例
では図4に示すペントハウス10を一端側に設けるよう
に形成されている。
The land beam 1 serves as an attachment beam for the roof slab 2, and is formed by horizontally arranging a plurality of H-beams, and in the embodiment, has a penthouse 10 shown in FIG. 4 on one end side. ing.

【0012】前記屋根スラブ2は、ALCパネル20を
使用し、所定形状のものを水平レベルにして多数延設し
て形成されるものである。図中21はALCパネル20
同士の目地に通した目地鉄筋22を陸梁1に固定する固
定金具である。
[0012] The roof slab 2 is formed by using ALC panels 20 in a predetermined shape and extending them horizontally. 21 in the figure is the ALC panel 20
This is a fixing fitting that fixes the joint reinforcing bars 22 passed through the joints to the land beam 1.

【0013】前記勾配梁3は、屋根がわずかに傾斜した
フラットルーフを形成させるものであって、図2に示す
ように、薄い亜鉛引き鉄板を断面略コ字状に折り曲げ形
成すると共に、両端縁に水平フランジ30、30を設け
ている。また、長手方向に1/200の勾配を設けてい
る。図中31は勾配梁3に設けた屋根下地材5の取付面
、32は固定用ねじである。
The sloped beam 3 forms a flat roof with a slightly sloped roof, and as shown in FIG. Horizontal flanges 30, 30 are provided on the sides. Further, a slope of 1/200 is provided in the longitudinal direction. In the figure, 31 is a mounting surface of the roof base material 5 provided on the slope beam 3, and 32 is a fixing screw.

【0014】前記屋根下地材5は、野地を形成するパー
チクルボード50と防水層を形成するアスファルトルー
フィング51とからなり、アスファルトルーフィング5
1をパーチクルボード50にステープルや釘で固定して
形成されている。図中52は瓦桟である。
The roof base material 5 is composed of a particle board 50 forming a field and an asphalt roofing 51 forming a waterproof layer.
1 to a particle board 50 with staples or nails. In the figure, 52 is a tile beam.

【0015】次に屋根の形成方法を説明する。まず陸梁
1の形成後、ALCパネル20を要所の陸梁1に仮置し
て延設し、陸梁1やこの延設したALCパネル20を足
場として残りのALCパネル20をこの上に取り込んで
仮置きすると共に、この仮置きしたALCパネル20を
他の陸梁1上に全て敷設してゆく。そして、この敷設し
たALCパネル20同士の水平方向の目地に目地鉄筋2
2を通し、この目地鉄筋22を陸梁1の上部フランジ1
1に嵌合固定した固定金具21の貫通穴に挿通すること
によりALCパネル20を陸梁1に固定して、水平に配
置された屋根スラブ2を形成する。次に、この陸梁1上
に形成された屋根スラブ2上に、勾配梁3を取り込んで
仮置きすると共にこの屋根スラブ2の上面に、図3、図
4に示すように、一方の妻側とこの妻側と直交する一方
の側辺側とから勾配梁3を取付面31が上部となるよう
にして所定ピッチで並設し、勾配梁3同士が直交する部
分を切断して寄せ棟34を形成する。前記勾配梁3を屋
根スラブ2にねじ32で固定後、勾配梁3同士の間に形
成された空間部33に断熱材4を全面敷きつめる。そし
て、勾配梁3の取付面31にパーチクルボード50を載
置し接着剤、ねじ、止め金具等で固定して野地を形成す
る。この上にアスファルトルーフィング51を敷きつめ
ステープルで止めて防水層を形成後、瓦桟52を所定ピ
ッチで設けて瓦6を葺くことにより水勾配を有する屋根
構造Aを形成することができる。
Next, a method for forming the roof will be explained. First, after forming the land beam 1, ALC panels 20 are temporarily placed and extended on the land beam 1 at important points, and the remaining ALC panels 20 are placed on top of the land beam 1 and the extended ALC panels 20, using the land beam 1 and the extended ALC panels 20 as footholds. At the same time, the temporarily placed ALC panels 20 are all installed on other land beams 1. Then, joint reinforcing bars 2 are placed at the horizontal joints between the laid ALC panels 20.
2, and connect this joint reinforcing bar 22 to the upper flange 1 of the land beam 1.
The ALC panel 20 is fixed to the land beam 1 by inserting it into a through hole of a fixing fitting 21 fitted and fixed to the land beam 1, thereby forming a horizontally arranged roof slab 2. Next, the slope beam 3 is taken in and temporarily placed on the roof slab 2 formed on the land beam 1, and on the top surface of this roof slab 2, as shown in FIGS. 3 and 4, one gable side The sloped beams 3 are arranged side by side at a predetermined pitch from one side perpendicular to the gable side, with the mounting surface 31 facing upward, and the parts where the sloped beams 3 intersect at right angles are cut to form a hipped ridge 34. form. After fixing the slope beam 3 to the roof slab 2 with screws 32, a heat insulating material 4 is spread over the entire space 33 formed between the slope beams 3. Then, the particle board 50 is placed on the mounting surface 31 of the slope beam 3 and fixed with adhesive, screws, fasteners, etc. to form a field. After forming a waterproof layer by laying asphalt roofing 51 on top of this and fixing it with staples, a roof structure A having a water slope can be formed by providing tile beams 52 at a predetermined pitch and covering with tiles 6.

【0016】以上説明してきたように本実施例によれば
、屋根スラブ2を形成するALCパネル20は、陸梁1
上に水平に載置するため、屋根形状が限定されたり、陸
梁位置の変更やALCパネル20の加工等をする必要が
ない。また、陸梁1上や初めに置いたALCパネル20
の上面を他のALCパネル20の仮置き場として利用し
、また、陸梁1上やこの陸梁1上に置いたALCパネル
20を足場として他のALCパネル20を延設してゆく
ことができ、作業を省力化して作業効率を上げることが
できると共に安全作業を行うことができる。
As explained above, according to this embodiment, the ALC panel 20 forming the roof slab 2 is connected to the land beam 1.
Since it is placed horizontally on top, there is no need to limit the shape of the roof, change the position of the landing beam, or process the ALC panel 20. In addition, ALC panel 20 placed on top of the land beam 1 or at the beginning.
The top surface can be used as a temporary storage area for other ALC panels 20, and other ALC panels 20 can be extended using the ALC panel 20 placed on the land beam 1 or this land beam 1 as a foothold. , it is possible to save labor and increase work efficiency, and to perform work safely.

【0017】また、勾配梁3は、水平に設けられた屋根
スラブ2を仮置き場や組立用足場として利用し、陸梁の
位置に関係なくこの屋根スラブ2上に所定ピッチで固定
してゆくだけで所定の水勾配が形成されるので、特殊な
技術を必要とせず誰でも組立てることができる。また、
前記同様に作業を省力化して作業効率を上げることがで
きると共に、安全作業を行うことができる。また、前記
陸梁1には、この勾配梁3の取付用穴加工等を一切必要
とせず、陸梁1の加工を簡略化することができる。前記
勾配梁3は、所定の屋根形状に合わせて配置し棟位置で
切断加工するだけで陸梁の位置に関係なく所定の屋根形
状を形成することができる。また、この勾配梁3は、薄
い亜鉛引き鉄板を曲げ加工して形成したので、安価に製
造できると共に運搬、加工、取付作業等が簡単にできる
[0017] Furthermore, the slope beams 3 are simply fixed on the roof slab 2 at a predetermined pitch by using the horizontally installed roof slab 2 as a temporary storage area or scaffolding for assembly, regardless of the position of the land beam. Since a predetermined water gradient is formed, anyone can assemble it without any special skills. Also,
Similarly to the above, it is possible to save labor and increase work efficiency, and also to perform safe work. Further, the land beam 1 does not require any hole machining for attaching the slope beam 3, and the machining of the land beam 1 can be simplified. The slope beam 3 can be arranged to match a predetermined roof shape and simply cut at the ridge position to form a predetermined roof shape regardless of the position of the land beam. Further, since the slope beam 3 is formed by bending a thin galvanized iron plate, it can be manufactured at low cost and can be easily transported, processed, and installed.

【0018】また、屋根下地材5と屋根スラブ2との間
には、前記勾配梁3による空間部33が形成されるため
、この空間部33に断熱材4を敷き込むことによって屋
根スラブ2への断熱と露結防止を行うことができる。
Furthermore, since a space 33 is formed between the roof base material 5 and the roof slab 2 by the slope beam 3, the heat insulating material 4 is laid in this space 33 so that the roof slab 2 is It can provide insulation and prevent condensation.

【0019】以上、本発明の実施例を説明してきたが、
本発明の具体的な構成はこの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の設計変更等が
あっても本発明に含まれる。例えば実施例では、陸梁1
上のALCパネル20は、陸梁1の上部フランジ11に
嵌合固定した固定金具21の貫通穴に目地鉄筋22を挿
通して固定するとしたが、これに限らず、固定金具21
の陸梁1への固定方法や目地鉄筋22の固定方法は任意
に設定することができる。
Although the embodiments of the present invention have been described above,
The specific configuration of the present invention is not limited to this embodiment, and the present invention includes any design changes that do not depart from the gist of the present invention. For example, in the embodiment, Luliang 1
Although the above ALC panel 20 is fixed by inserting the joint reinforcing bars 22 into the through holes of the fixing metal fittings 21 that are fitted and fixed to the upper flange 11 of the land beam 1, the fixing metal fittings 21 are not limited to this.
The method of fixing to the land beam 1 and the method of fixing the joint reinforcing bars 22 can be set arbitrarily.

【0020】また、実施例では、勾配梁3は、薄い亜鉛
引き鉄板を折り曲げ加工して形成するとしたが、これに
限らず、勾配梁3は溶接構造としたり鉄板同士をボルト
取りして高さ調節式としたりすることができ、構造や材
料等は任意に設定することができる。
Further, in the embodiment, the slope beam 3 is formed by bending a thin galvanized iron plate, but the slope beam 3 is not limited to this, and the slope beam 3 can be formed by welding or by bolting steel plates together. It can be made adjustable, and the structure, material, etc. can be set arbitrarily.

【0021】また、実施例では、屋根形状はペントハウ
ス10を有する寄せ棟型で説明したが、これに限らず屋
根形状は切妻型、片流れ型等任意に設定することができ
る。
Further, in the embodiment, the roof shape is described as a hipped type having the penthouse 10, but the roof shape is not limited to this, and the roof shape can be arbitrarily set such as a gable type or a one-sided type.

【0022】[0022]

【発明の効果】以上説明してきたように本発明の屋根の
水勾配工法にあっては、陸梁は屋根スラブを載置するだ
けであるから、勾配梁の取付用穴加工等を一切必要とせ
ず陸梁の加工を簡略化することができる。
[Effects of the Invention] As explained above, in the roof water slope construction method of the present invention, since the land beam is simply used to place the roof slab, there is no need to drill holes for installing the slope beam. The processing of land beams can be simplified.

【0023】また、屋根スラブを形成するALCパネル
は陸梁上に水平に載置するため、これによって屋根形状
が限定されたり、陸梁位置の変更やALCパネルの加工
をする必要がない。また、陸梁上や初めに延設したAL
Cパネルの上面を他のALCパネルの仮置き場として利
用し、また、このALCパネルを足場として屋根スラブ
を形成することができる。また、このため、作業を省力
化して作業効率を上げることができると共に安全作業を
行うことができる。
Furthermore, since the ALC panels forming the roof slab are placed horizontally on the land beams, there is no need to limit the shape of the roof, change the position of the land beams, or process the ALC panels. In addition, the AL that was originally extended on the land bridge
The upper surface of the C panel can be used as a temporary storage area for other ALC panels, and a roof slab can be formed using this ALC panel as a scaffold. Furthermore, it is possible to save labor and improve work efficiency, and to perform work safely.

【0024】また、勾配梁は、陸梁の位置に関係なく水
平に設けられた屋根スラブの上面に所定ピッチで固定し
てゆくだけで所定の水勾配が形成されるので、特殊な技
術を必要とせず誰でも組立てることができる。また、作
業を省力化して作業効率を上げることができると共に安
全作業を行うことができる。
[0024] In addition, slope beams require special techniques because a specified water slope can be formed simply by fixing them at a specified pitch to the top surface of a horizontally installed roof slab regardless of the position of the land beam. Anyone can assemble it without having to do anything. In addition, it is possible to save labor and increase work efficiency, and to perform work safely.

【0025】また、勾配梁は、所定の屋根形状に合わせ
て配置し交差する棟位置で切断加工するだけで陸梁の位
置に関係なく所定の屋根形状を形成することができる。
[0025] Moreover, the slope beam can be arranged to match a predetermined roof shape and simply cut at the intersecting ridge positions to form a predetermined roof shape regardless of the position of the land beam.

【0026】また、屋根下地材と屋根スラブとの間には
、勾配梁による空間部が形成され、この空間部に断熱材
を敷き込むことによって屋根スラブへの断熱と露結防止
等を行うことができる等の効果が得られる。
[0026] Furthermore, a space is formed between the roof base material and the roof slab by a sloped beam, and a heat insulating material is placed in this space to insulate the roof slab and prevent dew condensation. Effects such as being able to do this can be obtained.

【図面の簡単な説明】[Brief explanation of the drawing]

【図1】本発明実施例の屋根構造を勾配梁の側面側から
示す断面図である。
FIG. 1 is a sectional view showing a roof structure according to an embodiment of the present invention from the side of a sloped beam.

【図2】同上の勾配梁の取付け状態を示す斜視図である
FIG. 2 is a perspective view showing how the slope beam is attached.

【図3】同上の屋根構造を勾配梁の正面側から示す断面
図である。
FIG. 3 is a sectional view showing the roof structure same as above from the front side of the sloped beam.

【図4】ペントハウスのある屋根を寄せ棟型に形成する
勾配梁の配置を示す説明図である。
FIG. 4 is an explanatory diagram showing the arrangement of sloped beams that form the roof of the penthouse into a hipped shape.

【図5】従来の屋根構造を勾配梁の側面側から示す断面
図である。
FIG. 5 is a sectional view showing a conventional roof structure from the side of a sloped beam.

【図6】従来の屋根構造を勾配梁の正面側から示す断面
図である。
FIG. 6 is a sectional view showing a conventional roof structure from the front side of a sloped beam.

【符号の説明】[Explanation of symbols]

A  屋根構造 1  陸梁 2  屋根スラブ 3  勾配梁 5  屋根下地材 6  瓦 20  ALCパネル 30  水平フランジ(勾配梁) 31  取付面(勾配梁) 32  固定用ねじ 50  パーチクルボード(屋根下地材)51  アス
ファルトルーフィング(屋根下地材)52  瓦桟
A Roof structure 1 Land beam 2 Roof slab 3 Slope beam 5 Roof base material 6 Tile 20 ALC panel 30 Horizontal flange (slope beam) 31 Mounting surface (slope beam) 32 Fixing screw 50 Particle board (roof base material) 51 Asphalt roofing ( Roof base material) 52 Tile frame

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】  軽量気泡コンクリートパネルによる屋
根スラブ上に水勾配を有する屋根を設ける水勾配工法に
おいて、前記軽量気泡コンクリートパネルを陸梁上に固
定して水平な屋根スラブを形成し、陸梁上に形成した屋
根スラブの上面に勾配梁を所定ピッチで固定し、屋根ス
ラブ上面に固定した勾配梁上に屋根下地材を固定し、勾
配梁上に固定した屋根下地材に屋根を葺くことを特徴と
する屋根の水勾配工法。
Claim 1. In a water slope construction method in which a roof having a water slope is provided on a roof slab made of lightweight cellular concrete panels, the lightweight cellular concrete panels are fixed on a land beam to form a horizontal roof slab, The slope beams are fixed at a specified pitch to the top surface of the roof slab formed in A distinctive feature of the roof water slope construction method.
JP3142404A 1991-05-18 1991-05-18 Roof water gradient method Expired - Fee Related JP2662749B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3142404A JP2662749B2 (en) 1991-05-18 1991-05-18 Roof water gradient method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3142404A JP2662749B2 (en) 1991-05-18 1991-05-18 Roof water gradient method

Publications (2)

Publication Number Publication Date
JPH04343957A true JPH04343957A (en) 1992-11-30
JP2662749B2 JP2662749B2 (en) 1997-10-15

Family

ID=15314556

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3142404A Expired - Fee Related JP2662749B2 (en) 1991-05-18 1991-05-18 Roof water gradient method

Country Status (1)

Country Link
JP (1) JP2662749B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105714992A (en) * 2016-02-01 2016-06-29 中铁十六局集团第四工程有限公司 Pottery tile laying structure and laying method thereof
CN105888114A (en) * 2016-05-30 2016-08-24 浙江省二建建设集团有限公司 Light steel slope roof foundation layer dry tile hanging structure and construction method of changing plane roof into slope roof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105714992A (en) * 2016-02-01 2016-06-29 中铁十六局集团第四工程有限公司 Pottery tile laying structure and laying method thereof
CN105888114A (en) * 2016-05-30 2016-08-24 浙江省二建建设集团有限公司 Light steel slope roof foundation layer dry tile hanging structure and construction method of changing plane roof into slope roof

Also Published As

Publication number Publication date
JP2662749B2 (en) 1997-10-15

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