Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP2664037B2 - Roof panel - Google Patents
[go: Go Back, main page]

JP2664037B2 - Roof panel - Google Patents

Roof panel

Info

Publication number
JP2664037B2
JP2664037B2 JP4294199A JP29419992A JP2664037B2 JP 2664037 B2 JP2664037 B2 JP 2664037B2 JP 4294199 A JP4294199 A JP 4294199A JP 29419992 A JP29419992 A JP 29419992A JP 2664037 B2 JP2664037 B2 JP 2664037B2
Authority
JP
Japan
Prior art keywords
roof
panel
roof panel
slip member
skeleton
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.)
Expired - Fee Related
Application number
JP4294199A
Other languages
Japanese (ja)
Other versions
JPH06146460A (en
Inventor
隆久 守屋
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 JP4294199A priority Critical patent/JP2664037B2/en
Publication of JPH06146460A publication Critical patent/JPH06146460A/en
Application granted granted Critical
Publication of JP2664037B2 publication Critical patent/JP2664037B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Panels For Use In Building Construction (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は建物の屋根部分に設置さ
れる屋根パネルに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a roof panel installed on a roof of a building.

【0002】[0002]

【従来の技術】近時、建物の建築技術として、現場での
作業の簡便化を図り工業化を推進するために、工場で方
形状の枠体に野地板を取り付けることによりパネル状に
作った屋根パネルを建物の躯体上に設置して建物の屋根
部分を作るというものが知られている。そして、この屋
根パネルは、クレーンで吊り上げられて躯体上に降ろさ
れた後、その上から軒桁や母屋に止着されていた。
2. Description of the Related Art Recently, as a building construction technology, a roof made in a panel shape by attaching a base plate to a square frame at a factory in order to simplify work on site and promote industrialization. 2. Description of the Related Art It is known to install panels on a building frame to make a roof of the building. The roof panel was lifted down by a crane and lowered onto the skeleton, and then fixed to the eaves girder and main building from above.

【0003】[0003]

【発明が解決しようとする課題】しかし、屋根パネルを
躯体上に降ろしてクレーンのワイヤーを外すと、屋根パ
ネルを止着するまでは屋根勾配により軒側に屋根パネル
が滑落する危険性がある、という問題点があった。
However, when the roof panel is lowered onto the skeleton and the crane wires are removed, there is a risk that the roof panel will slide down to the eaves due to the roof slope until the roof panel is fixed. There was a problem.

【0004】また、屋根パネルの軒の出の調整、即ち軒
先側の外壁から屋根パネルを所定量だけ突出させるよう
に、屋根パネルの設置位置を調整するのに非常に手間を
要するという問題点もあった。
Another problem is that it takes a great deal of time to adjust the position of the roof panel, ie, to adjust the position of the roof panel so that the roof panel projects a predetermined amount from the outer wall on the eaves side. there were.

【0005】この発明は、上記問題点を解決するために
なされたもので、屋根パネルの滑落の危険性を回避する
とともにその設置位置の調整を行わずに済むようにされ
た屋根パネルを提供することを目的としている。
SUMMARY OF THE INVENTION The present invention has been made to solve the above problems, and provides a roof panel which avoids the danger of the roof panel slipping down and does not need to adjust its installation position. It is intended to be.

【0006】[0006]

【課題を解決するための手段】本発明の屋根パネルは、
複数の単位パネルを相互に連結して一体化した後に建物
の躯体上に設置される屋根パネルであって、相互に連結
されて一体化される複数の前記単位パネルからなる連結
パネルと、前記躯体上の一部に棟側から衝止されて同躯
体上からの前記連結パネルの滑落を防ぐ滑止め部材とを
具備してなり、前記滑止め部材が、軒先側の躯体から前
記連結パネルを所定量だけ突出させるように前記連結パ
ネルの設置位置を位置決めし得る箇所に、前記連結パネ
ルの下側に突出して設けられ、かつ、前記連結パネルが
躯体上に上げられる前に、前記滑止め部材が、屋根の傾
斜方向に直交する方向に並んで連結された少なくとも一
対の単位パネルに跨って設けられていることを上記課題
の解決手段とした。
According to the present invention, there is provided a roof panel comprising:
A roof panel installed on a building skeleton after connecting and integrating a plurality of unit panels with each other, the connection panel including a plurality of the unit panels being connected and integrated with each other, and the skeleton And a non-slip member which is stopped at the upper part from the ridge side to prevent the connection panel from sliding down from the same skeleton, wherein the non-slip member places the connection panel from the eaves-side skeleton. At a position where the installation position of the connection panel can be positioned so as to protrude only by a fixed amount , the connection panel is provided so as to protrude below the connection panel, and before the connection panel is raised above the skeleton, the non- slip member is provided. The roof tilt
At least one connected side by side in a direction perpendicular to the oblique direction
The provision over the pair of unit panels is a means for solving the above problem.

【0007】具体的には、滑止め部材は板材である。ま
た、建物の躯体上に設置される前に、予め、屋根パネル
の上面に屋根仕上げ材が取り付けられている。そして、
滑止め部材は建物の軒先側の外壁または外壁上の桁材に
衝止される位置に設けられていてもよいし、母屋または
母屋上の桁材に衝止される位置に設けられていてもよ
い。
[0007] Specifically, the non-slip member is a plate. Before installation on the building frame, the roof panel
Roof finish is attached to the upper surface of. And
The non-slip member may be provided at a position where it abuts against the outer wall on the eaves side of the building or the girder material on the outer wall, or may be provided at a position where it is abutted against the girder material on the purlin or the purlin. Good.

【0008】[0008]

【作用】本発明に係る屋根パネルには、建物の軒先側の
外壁または外壁上の桁材や、母屋または母屋上の桁材な
どの躯体上の一部に棟側から衝止される滑止め部材が設
けられているため、この屋根パネルを棟側から軒側に向
かって滑らせるように建物の屋根部分に降ろせば、屋根
パネルは滑止め部材を介して躯体上の一部に棟側から係
止されてその滑落が防止される。
The roof panel according to the present invention is provided with a non-slip stop from the ridge side to a part of a frame such as an outer wall on the eaves side of the building or a girder material on the outer wall or a girder material on the purlin or purlin. Because the members are provided, if this roof panel is lowered on the roof of the building so that it slides from the ridge side to the eaves side, the roof panel is partially slipped from the ridge side on the frame via the non-slip member Locked to prevent slipping.

【0009】また、滑止め部材が、軒先側の躯体から屋
根パネルを所定量だけ突出させるような箇所に設けられ
ているため、屋根パネルを滑止め部材を介して躯体上の
一部に棟側から係止させるだけで、その設置位置が位置
決めされる。
In addition, since the non-slip member is provided at a position where the roof panel protrudes by a predetermined amount from the skeleton on the eaves side, the roof panel is attached to a part of the skeleton through the non-slip member. The installation position is determined simply by locking the mounting position.

【0010】また、滑止め部材が、屋根の傾斜方向に直
交する方向に並んで連結された少なくとも一対の車位パ
ネルに跨って設けられているので、滑り土め部材が補強
部材となり、それら隣り合う単位パネル同士の連結強度
が一層高められる。そして、単位パネル同士を連結して
連結パネルとしてから、建物の躯体上に上げて、建物の
躯体に接合する場合に、連結パネルを建物の躯体上に上
げる間、連結パネルには躯体上に設置された場合とは異
なる力が作用する可能性があるが、結パネルを吊り上
げる前に、上記滑止め部材が連結パネルに取り付けられ
て隣接する単位パネル同士の連結の補強部材として作用
しているので、さらに補強を施す必要がなく、容易に連
結パネルを吊り上げることができる。また、上記滑止め
部材が、屋根の傾斜方向に直交する方向に並んで連結さ
れた小なくとも一対の単位パネルに跨っているので、滑
止め部材の取付位置を屋根の傾斜方向に沿ってずらして
も、傾斜方向に直交する方向に並んで連結された単位パ
ネル同士に跨った状態を保持することができる。
[0010] Further , the anti-slip member is provided so that the anti-slipping member is straight in the inclination direction of the roof.
At least one pair of vehicle positions connected side by side in the
Since it is provided over the tunnel, the sliding soil member is reinforced
It becomes a member and the connection strength between adjacent unit panels
Is further enhanced. And connect the unit panels
As a connection panel, raise it on the building frame,
When connecting to the building frame, place the connecting panel on the building frame.
During the installation, the connecting panel is different from the case where it is installed on the frame.
Becomes a force is likely to act, but the hanging consolidated panel
Before removing, the non-slip member is attached to the connecting panel.
Acts as a reinforcing member for the connection between adjacent unit panels
And no need for additional reinforcement
The tie panel can be lifted. Also, the above non-slip
The members are connected side by side in a direction perpendicular to the roof
Because it straddles at least a pair of unit panels,
Shift the mounting position of the stop member along the slope of the roof
Are connected in a direction perpendicular to the tilt direction.
It is possible to maintain a state of straddling the tunnels.

【0011】すなわち、上述のように、滑止め部材を、
軒先側の躯体から屋根パネルを所定量だけ突出させるよ
うな箇所に設ける場合に、上記所定量が屋根の種類によ
り異なっていたり、躯体側の滑止め部材に係止される部
分の位置が屋根により異なっていても、滑止め部材の取
付位置を屋根の傾斜方向の沿ってずらすことにより対応
することができるとともに、滑止め部材の取付位置を屋
根の傾斜方向の沿ってずらしても、滑止め部材が、傾斜
方向に直交する方向に並んで連結された単位パネル同士
に跡った状熊となり、滑止め部材により単位パネル同士
の連結部を補強することができる。また、建物の躯体上
に設置される前に、予め、屋根パネルの上面に屋根仕上
げ材が取り付けられているものとした場合に、屋根パネ
ルの重量が大きなものとなり、上記滑止め部材が単位パ
ネル同士の連結部の補強部材としてより有効に作用し、
上記滑止め部材を屋根パネルの吊り上げ時に取り付けて
おくことで、屋根パネルを容易に吊り上げることができ
る。
That is, as described above, the non-slip member
Let the roof panel protrude by a predetermined amount from the eaves-side skeleton.
When installing in a place such as a roof, the specified amount depends on the type of roof.
Parts that are different from each other or that are locked to the
Even if the minute position differs depending on the roof,
Corresponding by shifting the attachment position along the roof inclination direction
And the mounting position of the non-slip member
Even if it is displaced along the root inclination direction, the non-slip member
Unit panels connected side by side in a direction perpendicular to the direction
It becomes a shape bear that has been traced, and the unit panels are joined by a non-slip member
Can be reinforced. Also on the building frame
Before installation on the roof panel,
The roof panel
The weight of the tool increases, and the anti-skid
It acts more effectively as a reinforcing member at the connection between the flanks,
Attach the above non-slip member when lifting the roof panel
This allows the roof panel to be easily lifted
You.

【0012】[0012]

【実施例】本発明に係る屋根パネルの実施例を図1乃至
図3に示し、以下に説明する。それらのうち、図1は屋
根パネルが建物の屋根部分に取り付けられた状態の要部
縦断面図、図2は屋根パネルを下側から見上げた斜視
図、図3は屋根パネルの変形例を下側から見上げた斜視
図である。
1 to 3 show an embodiment of a roof panel according to the present invention, which will be described below. Among them, FIG. 1 is a longitudinal sectional view of a main part in a state where a roof panel is attached to a roof portion of a building, FIG. 2 is a perspective view of the roof panel as viewed from below, and FIG. It is the perspective view which looked up from the side.

【0013】この屋根パネル1は、図1及び図2に示す
ように、例えば4枚の単位パネル10,20,30,4
0及び結合棟木50が相互に連結されてなる連結パネル
からなるもので、その下側に滑止め部材60,70が取
り付けられている。これら単位パネル10,20,3
0,40及び結合棟木50は、一般に個別に現場に搬入
され、そこでそれらの芯材同士がボルト・ナットや釘な
どにより相互に止着されて組み立てられる。そして、滑
止め部材60,70も現場で取り付けられる。
As shown in FIGS. 1 and 2, the roof panel 1 has, for example, four unit panels 10, 20, 30, and 4.
0 and the connecting panel coupling purlin 50 is drivingly connected to each other
A non- slip member 60, 70 is attached to the lower side. These unit panels 10, 20, 3
The 0, 40 and connecting purlins 50 are generally individually carried into the site, where their cores are fastened together with bolts, nuts, nails, or the like, and assembled. And the non-slip members 60 and 70 are also attached on site.

【0014】単位パネル10は、例えば縦芯材11a,
11b,11c及び横芯材12a,12b,12c,1
2dにより格子状に組まれた枠体13上に野地板14が
取り付けられ、さらにその上に屋根仕上材15が取り付
けられてできている(取り付けられていない場合もあ
る。)。なお、縦芯材及び横芯材の数は特に限定しな
い。単位パネル20も同様に、縦芯材21a,21b,
21c及び横芯材22a,22b,22c,22dから
なる枠体23、野地板24、および屋根仕上材25から
できている。単位パネル30(40)も同様に、縦芯材
31a,31b,31c(41a,41b,41c)及
び横芯材32a,32b,32c,32d(42a,4
2b,42c,42d)からなる枠体33(43)、野
地板34(単位パネル40に付いては図に表れていな
い。)、および屋根仕上材35(単位パネル40に付い
ては図に表れていない。)からできている。滑止め部材
60,70は、例えば帯状の板材で、木や所謂コンパネ
(コンクリート打設用の型枠材)などでできている。そ
して、屋根パネル1には、これら滑止め部材60,70
のうち少なくとも1つが設けられている。両者とも設け
られていてもよいのはいうまでもない。
The unit panel 10 includes, for example, a vertical core material 11a,
11b, 11c and horizontal core members 12a, 12b, 12c, 1
A base plate 14 is mounted on a frame 13 assembled in a grid by 2d, and a roof finishing material 15 is further mounted thereon (in some cases, it is not mounted). The numbers of the vertical core members and the horizontal core members are not particularly limited. Similarly, the unit panel 20 has vertical core members 21a, 21b,
The frame 23 is made up of a frame 21 composed of 21c and horizontal core members 22a, 22b, 22c, 22d, a base plate 24, and a roof finishing material 25. Similarly, the unit panels 30 (40) also have the vertical core members 31a, 31b, 31c (41a, 41b, 41c) and the horizontal core members 32a, 32b, 32c, 32d (42a, 4).
2b, 42c, 42d), a frame 33 (43), a base plate 34 (not shown in the figure for the unit panel 40), and a roof finishing material 35 (a figure for the unit panel 40). Not.) The non-slip members 60 and 70 are, for example, band-shaped plate members, and are made of wood, a so-called control panel (form material for concrete casting), or the like. The roof panel 1 includes these non-slip members 60 and 70.
At least one of them is provided. Needless to say, both may be provided.

【0015】滑止め部材60は、相互に止着されて一体
化された縦芯材11a(単位パネル10)と縦芯材31
c(単位パネル30)に跨って、それら両縦芯材11
a,31cに釘65などで止着され、単位パネル同士の
連結強度を高めている。その取付け箇所は、屋根パネル
1を屋根部分の所定位置に設置した際に、滑止め部材6
0の軒先側先端が軒先側の外壁80上の桁材81(桁材
81がない場合には外壁80の上端部)に丁度棟側から
当接するような位置である。なお、本実施例では、外壁
80は外壁パネルで構成されている。
The non-slip member 60 includes a vertical core member 11a (unit panel 10) and a vertical core member 31 which are fixed to each other and integrated.
c (unit panel 30), and the two vertical core members 11
a, 31c are fixed with nails 65 or the like to increase the connection strength between the unit panels. When the roof panel 1 is installed at a predetermined position on the roof portion, the non-slip member 6
0 is a position where the tip of the eaves side on the outer wall 80 on the eaves side comes into contact with the girder 81 (the upper end of the outer wall 80 if there is no girder 81) from the ridge side. In this embodiment, the outer wall 80 is constituted by an outer wall panel.

【0016】同様に、滑止め部材70は、一体化された
縦芯材21a(単位パネル20)と縦芯材41c(単位
パネル40)に跨り、釘75などで止着され、単位パネ
ル同士の連結強度を高めている。その取付け箇所は、屋
根パネル1を屋根部分の所定位置に設置した際に、滑止
め部材70の軒先側先端が母屋85上の桁材86(桁材
86がない場合には母屋85)に丁度棟側から当接する
ような位置である。これら、母屋85、桁材81、前記
外壁80および前記桁材81は、棟木90とともに建物
の躯体上の一部をなしている。なお、図2に示す屋根パ
ネル1を図1に示す屋根の傾斜に沿って配置した場合に
は、上述のように滑止め部材60が跨って配置される単
位パネル10及び単位パネル30が屋根傾斜方向に対し
て直交する方向に並んで配置され、滑止め部材70が跨
って配置される単位パネル20及び単位パネル40が屋
根傾斜方向に対して直交する方向に並んで配置されるこ
とになる。
Similarly, the non-slip member 70 straddles the integrated vertical core member 21a (unit panel 20) and vertical core member 41c (unit panel 40) and is fixed with a nail 75 or the like. Increases connection strength. When the roof panel 1 is installed at a predetermined position in the roof portion, the tip of the eaves side of the non-slip member 70 is just attached to the girder 86 on the purlin 85 (or the purlin 85 if the girder 86 is not present). It is a position where it touches from the ridge side. The purlin 85, the girder material 81, the outer wall 80, and the girder material 81, together with the purlin 90, form part of the frame of the building. The roof pad shown in FIG.
When the flannel 1 is placed along the roof slope shown in Fig. 1,
Is a single unit on which the non-slip member 60 is arranged as described above.
Position panel 10 and unit panel 30 with respect to the roof inclination direction
Are arranged side by side in a direction orthogonal to
Unit panel 20 and unit panel 40
Be arranged side by side in the direction perpendicular to the root inclination direction
And

【0017】上述のように構成された屋根パネル1は以
下のようにして躯体上に設置される。先ず、屋根パネル
1をクレーンで吊り上げ、棟側から軒側にスライドさせ
ながら躯体上に降ろす。そして、外壁80上の桁材81
に滑止め部材60を当接させるとともに、母屋85上の
桁材86に滑止め部材70を当接させる。この際、屋根
パネル1の軒の出、即ち外壁80からの出入りは適正に
なり、調整する必要がない。なお、屋根パネル1は、そ
の上から打ち込まれる釘や止着用金物などを介してその
下の外壁80や母屋85に止着される。
The roof panel 1 configured as described above is installed on a frame as follows. First, the roof panel 1 is lifted by a crane, and lowered onto the building while sliding from the ridge side to the eaves side. And the girder material 81 on the outer wall 80
The non-slip member 60 is brought into contact with the girder member 86 on the purlin 85 while the non-slip member 70 is brought into contact with the non-slip member 60. At this time, the eaves of the roof panel 1, that is, the ingress and egress from the outer wall 80, are appropriate and do not need to be adjusted. The roof panel 1 is fixed to the outer wall 80 and the purlin 85 thereunder via nails or metal fittings for fastening the roof panel 1 from above.

【0018】上記実施例によれば、躯体上に屋根パネル
1を降ろす際に、桁材81,86に滑止め部材60,7
0を夫々棟側から係止させることにより、躯体上から屋
根パネル1が滑落するのを防ぐことができるとともに、
軒の出が最適になるように屋根パネル1の設置位置が位
置決めされるので、その設置位置を調整する手間が省け
る。
According to the above embodiment, when lowering the roof panel 1 on the frame, the non-slip members 60, 7 are attached to the beam members 81, 86.
By locking 0 from the ridge side, respectively, it is possible to prevent the roof panel 1 from sliding down from the skeleton.
Since the installation position of the roof panel 1 is determined so that the eaves can be protruded optimally, the trouble of adjusting the installation position can be omitted.

【0019】また、滑止め部材60,70が板材ででき
ているため、屋根パネル1に簡便に取り付けることがで
きるので、現場での手間を殆ど増やさずに済み、施工性
がよい。
Further, since the non-slip members 60 and 70 are made of a plate material, they can be easily attached to the roof panel 1, so that the work on site is hardly increased and the workability is good.

【0020】なお、上記実施例においては、屋根パネル
1の組立ては現場で行われるとしたが、予め工場などで
単位パネル10,20,30,40を一体化させ、さら
に滑止め部材60,70を取り付けてから現場に搬入し
てもよい。
In the above embodiment, the assembling of the roof panel 1 is performed on site, but the unit panels 10, 20, 30, and 40 are integrated in advance in a factory or the like, and the non-slip members 60, 70 are further assembled. May be carried to the site after installation.

【0021】また、図3に示す変形例の屋根パネル1’
のように滑止め部材60’(70’)を屋根パネル1’
の幅一杯、すなわち縦芯材11c(21c)から縦芯材
31a(41a)まで、渡してもよい。このようにすれ
ば単位パネル10,30(20,40)の連結強度がさ
らに高まる。
The roof panel 1 'of the modification shown in FIG.
The non-slip member 60 '(70') is attached to the roof panel 1 '.
, Ie, from the vertical core 11c (21c) to the vertical core 31a (41a). By doing so, the connection strength of the unit panels 10, 30 (20, 40) is further increased.

【0022】[0022]

【発明の効果】本発明に係る屋根パネルによれば、屋根
パネルに滑止め部材が設けられているため、この屋根パ
ネルを滑止め部材を介して建物の軒先側の外壁または外
壁上の桁材や、母屋または母屋上の桁材などの躯体上の
一部に棟側から係止させることによって、躯体上から屋
根パネルが滑落するのを防ぐことができる。
According to the roof panel of the present invention, since the roof panel is provided with the non-slip member, the roof panel is connected to the outer wall on the eaves side of the building or the girder material on the outer wall via the non-slip member. In addition, the roof panel can be prevented from slipping off from the skeleton by being locked from the ridge side to a part of the skeleton such as the main house or the girder material on the main house.

【0023】また、滑止め部材が、軒先側の躯体から屋
根パネルを所定量だけ突出させるような箇所に設けられ
ているため、屋根パネルを滑止め部材を介して躯体上の
一部に棟側から係止させるだけで、軒先の突出量が最適
になり、屋根パネルの設置位置を調整する手間が省け
る。
Further, since the non-slip member is provided at a position where the roof panel protrudes by a predetermined amount from the skeleton on the eaves side, the roof panel is attached to a part of the skeleton through the non-slip member. Just by locking the eaves, the amount of protrusion of the eaves is optimized and the trouble of adjusting the installation position of the roof panel can be omitted.

【0024】また、滑止め部材が、屋根の傾斜方向に直
交する方向に並んで連結された少なくとも一対の単位パ
ネルに跨って設けられているので、滑り土め部材が補強
部材となり、それら隣り合う単位パネル同士の連結強度
が一層高められる。そして、単位パネル同士を連結して
連結パネルとしてから、建物の躯体上に上げて、建物の
躯体に接合する場合に、連結パネルを建物の躯体上に上
げる間、連結パネルには躯体上に設置された場合とは異
なる力が作用する可能性があるが、連結パネルを吊り上
げる前に、上記滑止め部材が連結パネルに取り付けられ
て隣接する単位パネル同士の連結の補強部材として作用
しているので、さらに補強を施す必要がなく、容易に連
結パネルを吊り上げることができる。また、上記滑止め
部材が、屋根の傾斜方向に直交する方向に並んで連結さ
れた小なくとも一対の単位パネルに跨っているので、滑
止め部材の取付位置を屋根の傾斜方向に沿ってずらして
も、傾斜方向に直交する方向に並んで連結された単位パ
ネル同士に跨った状熊を保持することができる。
[0024] Further , the anti-slip member is provided so that the anti-slipping member is straight in the inclination direction of the roof.
At least one pair of unit packets connected side by side in the
Since it is provided over the tunnel, the sliding soil member is reinforced
It becomes a member and the connection strength between adjacent unit panels
Is further enhanced. And connect the unit panels
As a connection panel, raise it on the building frame,
When connecting to the building frame, place the connecting panel on the building frame.
During the installation, the connecting panel is different from the case where it is installed on the frame.
Force may be applied, but the connecting panel
Before removing, the non-slip member is attached to the connecting panel.
Acts as a reinforcing member for the connection between adjacent unit panels
And no need for additional reinforcement
The tie panel can be lifted. Also, the above non-slip
The members are connected side by side in a direction perpendicular to the roof
Because it straddles at least a pair of unit panels,
Shift the mounting position of the stop member along the slope of the roof
Are connected in a direction perpendicular to the tilt direction.
The bears straddling the flanks can be held.

【0025】すなわち、上述のように、滑止め部材を、
軒先側の躯体から屋根パネルを所定量だけ突出させるよ
うな箇所に設ける場合に、上記所定量が屋根の種類によ
り異なっていたり、躯体側の滑止め部材に係止される部
分の位置が屋根により異なっていても、滑止め部材の取
付位置を屋根の傾斜方向の沿ってずらすことにより対応
することができるとともに、滑止め部材の取付位置を屋
根の傾斜方向の沿ってずらしても、滑止め部材が、傾斜
方向に直交する方向に並んで連結された単位パネル同士
に跡った状態となり、滑止め部材により単位パネル同士
の連結部を補強ることができる。また、建物の躯体上に
設置される前に、予め、屋根パネルの上面に屋根仕上げ
材が取り付けられているものとした場合に、屋根パネル
の重量が大きなものとなり、上記滑止め部材が単位パネ
ル同士の連結部の補強部材としてより有効に作用し、上
記滑止め部材を屋根パネルの吊り上げ時に取り付けてお
くことで、屋根パネルを容易に吊り上げることができ
る。
That is, as described above, the non-slip member
Let the roof panel protrude by a predetermined amount from the eaves-side skeleton.
When installing in a place such as a roof, the specified amount depends on the type of roof.
Parts that are different from each other or that are locked to the
Even if the minute position differs depending on the roof,
Corresponding by shifting the attachment position along the roof inclination direction
And the mounting position of the non-slip member
Even if it is displaced along the root inclination direction, the non-slip member
Unit panels connected side by side in a direction perpendicular to the direction
And the unit panels are separated by a non-slip member.
Can be reinforced. Also, on the building frame
Before installation, finish the roof on the roof panel in advance.
Roof panels, assuming that the lumber has been installed
Weight becomes large, and the anti-slip member
Acts more effectively as a reinforcing member at the joint between
Install the anti-slip member when lifting the roof panel.
The roof panel can be easily lifted
You.

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

【図1】本実施例における屋根パネルが建物の屋根部分
に取り付けられた状態の要部縦断面図である。
FIG. 1 is a longitudinal sectional view of a main part in a state where a roof panel in this embodiment is attached to a roof portion of a building.

【図2】その屋根パネルを下側から見上げた斜視図であ
る。
FIG. 2 is a perspective view of the roof panel as viewed from below.

【図3】屋根パネルの変形例を下側から見上げた斜視図
である。
FIG. 3 is a perspective view of a modification of the roof panel as viewed from below.

【符号の説明】[Explanation of symbols]

1,1’ 屋根パネル 10,20,30,40 単位パネル 60,60’,70,70’ 滑止め部材 80 外壁(躯体上の一部) 81,86 桁材(躯体上の一部) 85 母屋(躯体上の一部) 1, 1 'Roof panel 10, 20, 30, 40 Unit panel 60, 60', 70, 70 'Non-slip member 80 Outer wall (part on frame) 81, 86 Beam (part on frame) 85 Purlin (Part on the skeleton)

Claims (5)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 複数の単位パネルを相互に連結して一体
化した後に建物の躯体上に設置される屋根パネルであっ
て、 相互に連結されて一体化される複数の前記単位パネルか
らなる連結パネルと、前記躯体上の一部に棟側から衝止
されて同躯体上からの前記連結パネルの滑落を防ぐ滑止
め部材とを具備してなり、 前記滑止め部材が、軒先側の躯体から前記連結パネルを
所定量だけ突出させるように前記連結パネルの設置位置
を位置決めし得る箇所に、前記連結パネルの下側に突出
して設けられ、 かつ、前記連結パネルが躯体上に上げられる前に、前記
滑止め部材が、屋根の傾斜方向に直交する方向に並んで
連結された少なくとも一対の車位パネルに跨って設けら
れていることを特徴とする屋根パネル。
1. A roof panel installed on a building frame after connecting and integrating a plurality of unit panels with each other, comprising: a plurality of unit panels connected to each other and integrated. The panel, comprising a non-slip member that is stopped against a part of the skeleton from the ridge side to prevent the connection panel from slipping off from the skeleton, wherein the non-slip member is formed from the eaves-side skeleton. At a position where the installation position of the connection panel can be determined so as to protrude the connection panel by a predetermined amount, the connection panel is provided so as to protrude below the connection panel, and before the connection panel is raised above the body, Said
Slip members are lined up in a direction perpendicular to the roof inclination direction.
A roof panel provided so as to straddle at least a pair of connected vehicle-level panels.
【請求項2】 前記滑止め部材は板材であることを特徴
とする請求項1記載の屋根パネル。
2. The roof panel according to claim 1, wherein the non-slip member is a plate.
【請求項3】 建物の躯体上に設置される前に、予め、
上面に屋根仕上げ材が取り付けられていることを特徴と
する請求項1または2記載の屋根パネル。
3. Before being installed on the skeleton of a building,
The roof panel according to claim 1 or 2 , wherein a roof finishing material is attached to an upper surface .
【請求項4】 前記滑止め部材が建物の軒先側の外壁ま
たは外壁上の桁材に衝止される位置に設けられているこ
とを特徴とする請求項1、2または3記載の屋根パネ
ル。
4. The roof panel according to claim 1, wherein the non-slip member is provided at a position where the anti-slip member is abutted against an outer wall on the eaves side of the building or a girder on the outer wall.
【請求項5】 前記滑止め部材が母屋または母屋上の桁
材に衝止される位置に設けられていることを特徴とする
請求項1、2または3記載の屋根パネル。
5. The roof panel according to claim 1, wherein the non-slip member is provided at a position where the anti-slip member is abutted against a purlin or a girder on the purlin.
JP4294199A 1992-11-02 1992-11-02 Roof panel Expired - Fee Related JP2664037B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4294199A JP2664037B2 (en) 1992-11-02 1992-11-02 Roof panel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4294199A JP2664037B2 (en) 1992-11-02 1992-11-02 Roof panel

Publications (2)

Publication Number Publication Date
JPH06146460A JPH06146460A (en) 1994-05-27
JP2664037B2 true JP2664037B2 (en) 1997-10-15

Family

ID=17804604

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4294199A Expired - Fee Related JP2664037B2 (en) 1992-11-02 1992-11-02 Roof panel

Country Status (1)

Country Link
JP (1) JP2664037B2 (en)

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6139716U (en) * 1984-08-20 1986-03-13 ミサワホ−ム株式会社 Joining fittings for roof panels and main building etc.
JPH0463715U (en) * 1990-10-15 1992-05-29
JP2801786B2 (en) * 1991-02-21 1998-09-21 ミサワホーム株式会社 Roof panel

Also Published As

Publication number Publication date
JPH06146460A (en) 1994-05-27

Similar Documents

Publication Publication Date Title
JP2664037B2 (en) Roof panel
JP4266268B2 (en) How to build a cabin
JP2851412B2 (en) Hanging hardware for roof panels
JP2602609Y2 (en) Balcony floor panel
JP7775402B1 (en) Mobile unit connection structure
JP2515898Y2 (en) Roof panel
EP1496173B1 (en) Method and arrangement for installing sandwich panels in tall buildings
JPH08239928A (en) Scaffold mounting method for outer wall materials
JPS5851300Y2 (en) architectural panels
JP2582487Y2 (en) Panel building roof structure
JPS637649Y2 (en)
JPS5818500Y2 (en) Building or structure face plate construction structure
JPH0810116Y2 (en) Mortar protection structure for waterproof layer
JPH0630997Y2 (en) Shingles
JP2617646B2 (en) Roof unit and joint structure of roof unit
JP2515899Y2 (en) Roof panel fixing device
JPH09256543A (en) Composite panel for construction and roof structure containing composite panel thereof and hanging-up method
JPS6343281Y2 (en)
JP2823472B2 (en) Hanging jig for roof panel
JPH11117460A (en) Roof fixing structure
JP2799683B2 (en) Mounting structure of upper frame to pillar in assembly house
JPS6022203Y2 (en) Reinforcement structure of opening
JPH04216753A (en) Vertical roof for buildings
CN113653335A (en) Hoisting method of prefabricated external wall panel
JP2000154609A (en) Roof panel and its construction method

Legal Events

Date Code Title Description
FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080620

Year of fee payment: 11

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090620

Year of fee payment: 12

S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313111

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090620

Year of fee payment: 12

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090620

Year of fee payment: 12

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100620

Year of fee payment: 13

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110620

Year of fee payment: 14

LAPS Cancellation because of no payment of annual fees