JPH0339137B2 - - Google Patents
Info
- Publication number
- JPH0339137B2 JPH0339137B2 JP14200785A JP14200785A JPH0339137B2 JP H0339137 B2 JPH0339137 B2 JP H0339137B2 JP 14200785 A JP14200785 A JP 14200785A JP 14200785 A JP14200785 A JP 14200785A JP H0339137 B2 JPH0339137 B2 JP H0339137B2
- Authority
- JP
- Japan
- Prior art keywords
- panel
- panels
- joining
- framework
- vertical frame
- 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
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- Joining Of Building Structures In Genera (AREA)
- Load-Bearing And Curtain Walls (AREA)
Description
【発明の詳細な説明】
[産業上の利用分野]
本発明は、屋根パネル、壁パネルをはじめとす
る各種パネルの接合構造に関する。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a joining structure for various panels including roof panels and wall panels.
[従来の技術]
従来、屋根パネル、壁パネルをはじめとする各
種パネルは、一般に第4図および第5図に示すパ
ネルの接合構造により接合される。第4図は従来
のパネルの接合構造に係り、第1のパネルと第2
のパネルを接合する状態を示す斜視図、第5図は
第4図の−線に沿う断面図である。[Prior Art] Conventionally, various panels such as roof panels and wall panels are generally joined by a panel joining structure shown in FIGS. 4 and 5. Figure 4 shows a conventional panel joining structure, where the first panel and the second panel are joined together.
FIG. 5 is a sectional view taken along the line - in FIG. 4.
接合する第1のパネル10および第2のパネル
11は、陸屋根状の屋根ユニツトの一部を構成す
るものであり、このうち第1のパネル10は該屋
根ユニツトのうちの陸屋根部分を構成するもので
ある。また第2のパネル11は、該屋根ユニツト
のうちの桁小壁の部分を構成するものである。第
1のパネル10は、縦枠組材12Aと横枠組材1
2Bとから構成される枠組12を有し、該枠組1
2内には所定間隔をもつて複数の小梁14がそれ
ぞれ並設配置される。枠組12の上部には、屋根
面材15が貼着される。一方、第2のパネル11
は、縦枠組材16Aと横枠組材16Bとから構成
される枠組16を有し、該枠組16内には所定間
隔をもつて複数の縦枠17がそれぞれ並設配置さ
れる。枠組16の一側面には、壁面材18が貼着
される。 The first panel 10 and the second panel 11 to be joined constitute a part of a flat roof unit, and the first panel 10 constitutes the flat roof part of the roof unit. It is. Further, the second panel 11 constitutes a small girder wall portion of the roof unit. The first panel 10 includes a vertical frame member 12A and a horizontal frame member 1.
2B, and has a framework 12 consisting of
A plurality of small beams 14 are arranged in parallel in each case at predetermined intervals. A roofing material 15 is attached to the upper part of the framework 12. On the other hand, the second panel 11
has a framework 16 composed of vertical framework members 16A and horizontal framework members 16B, and within the framework 16 a plurality of vertical frames 17 are arranged in parallel at predetermined intervals. A wall material 18 is attached to one side of the framework 16.
このようにして形成される2つのパネル10,
11は、それぞれの面材15および18が相互に
交差する状態に接合され、接合は、第1のパネル
10の小梁14と第2のパネル11の縦枠17と
を相応位置決めされる状態で行なわれる。また接
合には、両パネル10,11が交差状態に位置決
めされるように不図示のパネル固定用の治具が用
いられる。各パネル10,11同士の接合には、
第5図に示すように釘19が用いられ、相応位置
決めされる小梁14と縦枠17の部分のうち、第
1のパネル10の横枠組材12Bと縦枠17に釘
19を斜めに打ちつけることにより行なうことと
している。 Two panels 10 formed in this way,
11 are joined in such a way that the respective panels 15 and 18 intersect with each other, and the joining is carried out by positioning the beams 14 of the first panel 10 and the vertical frame 17 of the second panel 11 accordingly. It is done. Further, for joining, a panel fixing jig (not shown) is used so that both panels 10 and 11 are positioned in an intersecting state. For joining each panel 10, 11,
As shown in FIG. 5, nails 19 are used to drive the nails 19 diagonally into the horizontal framing member 12B and vertical frame 17 of the first panel 10 among the correspondingly positioned beams 14 and vertical frame 17. We will do so by doing this.
[発明が解決しようとする問題点]
しかしながら、上記従来のパネルの接合構造に
あつては、第1パネル10の小梁14と第2パネ
ル11の縦枠17とを相応位置決めさせる状態で
接合を行なうこととしていたため、接合の際に釘
19を斜め方向に打設しなければならなかつた。
このため、釘19の打ちつけ作業に手間がかか
り、また平釘打ちの場合に比べパネル10,11
同士の接合強度も弱いものとされた。さらに、両
パネル10,11の接合を行なう際にパネル固定
用の治具を用いて両パネル10,11を交差状態
に位置決めしなければならず、これらの作業には
多くの手間がかかるものとされた。[Problems to be Solved by the Invention] However, in the conventional panel joining structure described above, joining is performed with the small beams 14 of the first panel 10 and the vertical frame 17 of the second panel 11 being positioned accordingly. Therefore, the nails 19 had to be driven diagonally during the joining.
For this reason, the work of driving the nails 19 is time consuming, and compared to the case of driving flat nails, the work of driving the nails 19 into the panels 10, 11
The bonding strength between them was also considered to be weak. Furthermore, when joining both panels 10 and 11, it is necessary to position both panels 10 and 11 in an intersecting state using a panel fixing jig, and this work requires a lot of time and effort. It was done.
本発明は、2つのパネルをを交差状態で確実か
つ容易に接合することを目的としている。 The object of the present invention is to reliably and easily join two panels in a crosswise state.
[問題点を解決するための手段]
上記目的を達成するために、本発明は枠組内に
複数の小梁を並設してなる第1のパネルと、枠組
内に複数の縦枠を並設してなる第2のパネルを交
差状態で接合するパネルの接合構造において、第
1のパネルの小梁と第2のパネルの縦枠とが、両
パネルの接合状態下で相互にずれるように、小梁
を第1のパネルの所定位置に配設し、縦枠を第2
のパネルの所定位置に配設するとともに、第1の
パネルと第2のパネルの一方に固定され、他方の
パネルをその接合位置に位置決めするパネル受部
材を有してなることとしている。[Means for Solving the Problems] In order to achieve the above object, the present invention includes a first panel in which a plurality of small beams are arranged in parallel in a framework, and a plurality of vertical frames in parallel in a framework. In a panel joining structure in which a second panel is joined in a crossed state, the beam of the first panel and the vertical frame of the second panel are shifted from each other under the joined state of both panels, Place the beams in place on the first panel, and place the vertical frame on the second panel.
The panel receiving member is disposed at a predetermined position on the panel, and is fixed to one of the first panel and the second panel to position the other panel at a joining position.
[作用]
本発明によれば、第1のパネルの小梁と第2の
パネルの縦枠とを相互にずらす状態で両パネルを
交差状態に接合することが可能となり、これによ
り例えば釘を平打ちすることで両パネルが接合可
能となりパネルの接合作業の効率化が図られ、か
つ接合強度が向上されることとなる。さらに、第
1のパネルと第2のパネルとを接合する際に、一
方のパネルに備えられる受部材を用いて両者の相
対位置を位置決めすることが可能となり、従来の
ようにパネル固定用の治具を用いることなく確実
かつ容易に両パネルを接合することが可能とな
る。これにより、従来に比べ、2つのパネルを交
差状態で確実かつ容易に接合することが可能とな
る。[Function] According to the present invention, it is possible to join both panels in a crossed state with the beams of the first panel and the vertical frame of the second panel being shifted from each other. By hammering, both panels can be joined, making the panel joining work more efficient and improving the joining strength. Furthermore, when joining the first panel and the second panel, it is now possible to position the relative position of the two using a receiving member provided on one panel. Both panels can be reliably and easily joined without using tools. This makes it possible to more reliably and easily join two panels in a crossed state than in the past.
[実施例]
以下、本発明の実施例を図面を参照して説明す
る。[Example] Hereinafter, an example of the present invention will be described with reference to the drawings.
第1図は本発明の一実施例に係るパネルの接合
構造を用いて形成される屋根ユニツトを示す斜視
図、第2図は各パネルの接合過程を示す斜視図、
第3図は第1図の−線に沿う断面図である。 FIG. 1 is a perspective view showing a roof unit formed using a panel joining structure according to an embodiment of the present invention, FIG. 2 is a perspective view showing the joining process of each panel,
FIG. 3 is a sectional view taken along the - line in FIG. 1.
屋根ユニツト20は、ユニツト建物における陸
屋根部分の一部を構成するものであり、該屋根ユ
ニツト20は複数のパネルを接合して形成され
る。屋根ユニツト20を構成するパネルとして
は、第2図に示すように陸屋根パネル21、桁小
壁パネル22、および2つの妻小壁パネル23が
ある。 The roof unit 20 constitutes a part of the flat roof portion of the unit building, and is formed by joining a plurality of panels. As shown in FIG. 2, the panels constituting the roof unit 20 include a flat roof panel 21, a girder small wall panel 22, and two end small wall panels 23.
第1のパネルとしての陸屋根パネル21は、第
2図に示すように縦枠組材24Aと横枠組材24
Bとから構成される枠組24を有し、該枠組24
内には所定間隔をもつて複数の小梁25が並設配
置される。さらに小梁25を並設し、取着してな
る枠組24の上部には、屋根面材26が貼着され
る。 The flat roof panel 21 as the first panel has vertical frame members 24A and horizontal frame members 24A as shown in FIG.
It has a framework 24 consisting of B, and the framework 24
Inside, a plurality of small beams 25 are arranged in parallel at predetermined intervals. Furthermore, a roof surface material 26 is adhered to the upper part of the framework 24 formed by arranging and attaching small beams 25 in parallel.
一方、陸屋根パネル21におけるX方向での一
側縁に取着される第2のパネルとしての桁小壁パ
ネル22は、第2図に示すように縦枠組材27A
と横枠組材27Bとから構成される枠組27を有
し、該枠組27内には所定間隔をもつて複数の縦
枠28が並設配置される。縦枠28を並設し、取
着してなる枠組27の外側面には、壁面材29が
貼着される。また、枠組27の内側面のうち、陸
屋根パネル21との接合位置下方には、各縦枠2
8および縦枠組材27Aに支持される状態で受部
材30が釘打ち固定される。受部材30は、桁小
壁パネル22と陸屋根パネル21との接合状態に
おいて、陸屋根パネル21の一側縁を位置決め支
持可能としている。 On the other hand, the girder small wall panel 22 as a second panel attached to one side edge of the flat roof panel 21 in the
and a horizontal frame member 27B, and within the framework 27, a plurality of vertical frames 28 are arranged in parallel at predetermined intervals. A wall material 29 is attached to the outer surface of the framework 27 formed by arranging and attaching the vertical frames 28 side by side. In addition, on the inner surface of the framework 27, each vertical frame 2 is located below the joining position with the flat roof panel 21.
8 and the vertical frame member 27A, the receiving member 30 is fixed by nailing. The receiving member 30 is capable of positioning and supporting one side edge of the flat roof panel 21 when the girder small wall panel 22 and the flat roof panel 21 are joined together.
さらに、陸屋根パネル21におけるY方向での
両側縁に取着される各妻小壁パネル23は、第2
図に示すように縦枠組材31Aと横枠組材31B
とから構成される枠組31を有し、該枠組31内
には所定間隔をもつて複数の縦枠32が並設配置
される。縦枠32を並設し、取着してなる枠組3
1の外側面には壁面材33が貼着される。 Furthermore, each gable small wall panel 23 attached to both side edges in the Y direction of the flat roof panel 21 has a second
As shown in the figure, vertical frame members 31A and horizontal frame members 31B
A plurality of vertical frames 32 are arranged in parallel at predetermined intervals within the framework 31. A framework 3 formed by arranging and attaching vertical frames 32 in parallel
A wall material 33 is adhered to the outer surface of 1.
このようにして形成される各パネル21,2
2,23は、第2図に示すように矢印方向に組合
わされ、接合される。このうち、先ず陸屋根パネ
ル21と桁小壁パネル22の接合は、各面材26
および29が相互に交差する状態で行なわれ、上
記のように受部材30に陸屋根パネル21のX方
向における一側縁を位置決め支持する状態で行な
われる。 Each panel 21, 2 formed in this way
2 and 23 are combined and joined in the direction of the arrow as shown in FIG. Among these, first, the flat roof panel 21 and the girder small wall panel 22 are joined to each side material 26.
and 29 intersect with each other, and one side edge of the flat roof panel 21 in the X direction is positioned and supported by the receiving member 30 as described above.
ここで、受部材30に位置決め支持されるる陸
屋根パネル21の小梁25と桁小壁パネル22の
縦枠28とは、両パネル21,22の接合状態下
で相互にずれるように予め、各枠組24,27内
の所定位置にそれぞれ配設され、小梁25と縦枠
28のそれぞれは、上記位置決め状態で相互にず
れる状態とされる。 Here, the small beam 25 of the flat roof panel 21 and the vertical frame 28 of the girder small wall panel 22, which are positioned and supported by the receiving member 30, are pre-aligned with each frame so that they are shifted from each other when both panels 21 and 22 are joined. The beams 24 and 27 are respectively disposed at predetermined positions, and the small beams 25 and the vertical frames 28 are shifted from each other in the above-mentioned positioning state.
受部材30上に位置決め支持される陸屋根パネ
ル21と桁小壁パネル22の接合には、第3図に
示すように釘34が用いられ、接合は、小梁25
に対し位置ずれされた状態の縦枠28と陸屋根パ
ネル21の横枠組材24Bとの間に釘34を打設
することにより行なわれる。この際、釘34は縦
枠28と横枠組材24Bとの間に平打ちされる状
態となる。 Nails 34 are used to join the flat roof panel 21 and the girder small wall panel 22, which are positioned and supported on the receiving member 30, as shown in FIG.
This is done by driving a nail 34 between the vertical frame 28 and the horizontal frame member 24B of the flat roof panel 21, which are shifted in position. At this time, the nails 34 are driven flat between the vertical frame 28 and the horizontal frame member 24B.
陸屋根パネル21と桁小壁パネル22が接合さ
れると、さらに陸屋根パネル21のY方向各側縁
に妻小壁パネル23が接合される。妻小壁パネル
23の接合合は、各面材26および33が相互に
交差する状態で行なわれ、妻小壁パネル23の枠
組31と陸屋根パネル21の枠組24とを釘打ち
することにより行なわれる。このようにして、各
パネル21,22,23が相互に接合され、さら
に陸屋根パネル21のX方向における他側縁にト
ラス部材35が第2図矢印方向で取着される。こ
れにより、陸屋根を備えた屋根ユニツト20が形
成されることとなる。 When the flat roof panel 21 and the girder small wall panel 22 are joined, the end small wall panel 23 is further joined to each side edge of the flat roof panel 21 in the Y direction. The joining of the end and small wall panels 23 is carried out in a state in which the side members 26 and 33 intersect with each other, and is performed by nailing the framework 31 of the end and small wall panels 23 and the framework 24 of the flat roof panel 21. . In this way, the panels 21, 22, and 23 are joined to each other, and the truss member 35 is attached to the other side edge of the flat roof panel 21 in the X direction in the direction of the arrow in FIG. As a result, a roof unit 20 having a flat roof is formed.
次に上記実施例の作用を説明する。 Next, the operation of the above embodiment will be explained.
上記実施例に係る屋根ユニツト20において
は、第1のパネルとしての陸屋根パネル21の小
梁25と第2のパネルとしての桁小壁パネル22
の縦枠28とを相互にずらす状態で両パネル2
1,22を交差状態に接合することとしている。
このため、両パネル21,22の接合作業を行な
う際に、縦枠28と横枠組材24Bとの間に釘3
4を平打ちすることが可能となる。したがつて、
パネルの接合作業の効率化が図られ、かつ両パネ
ル21,22の接合強度の向上が図られることと
なる。また、釘34の平打ち化により、釘打ち機
の使用も可能となる。さらに、両パネル21,2
2を接合する際に一方のパネル〔上記実施例にお
いては桁小壁パネル22〕に備えられる受部材3
0を用いて両パネル21,22の接合作業を行な
うことが可能となり、従来のようにパネル固定用
の治具を用いることなく確実かつ容易に両パネル
21,22を所定の相対位置に位置決めする状態
で接合することが可能となる。これにより、従来
に比べ2つのパネルを交差状態で確実かつ容易に
接合することが可能となる。 In the roof unit 20 according to the above embodiment, the small beam 25 of the flat roof panel 21 as the first panel and the girder small wall panel 22 as the second panel
Both panels 2 are moved with the vertical frame 28 of
1 and 22 are joined in a crossed state.
Therefore, when joining both panels 21 and 22, there are no nails 3 between the vertical frame 28 and the horizontal frame member 24B.
It becomes possible to hit 4 flatly. Therefore,
The efficiency of the panel joining work can be improved, and the joining strength between both panels 21 and 22 can be improved. Furthermore, by driving the nails 34 flat, it is also possible to use a nail gun. Furthermore, both panels 21, 2
The receiving member 3 provided on one panel (the girder small wall panel 22 in the above embodiment) when joining the panels 2 to 2
0 can be used to join both panels 21 and 22, and both panels 21 and 22 can be reliably and easily positioned at a predetermined relative position without using a panel fixing jig as in the past. It becomes possible to join in the state. This makes it possible to join two panels in a crossed state more reliably and easily than in the past.
なお、上記実施例では桁小壁パネル22の中途
に陸屋根パネル21を接合した状態を示したが、
陸屋根パネル21の下面中途に桁小壁パネル22
を接合してもよい。その場合は、受部材30は陸
屋根パネル21の下面に設けられる。 In addition, in the above embodiment, the flat roof panel 21 was joined to the middle of the girder small wall panel 22, but
A girder small wall panel 22 is placed halfway under the flat roof panel 21.
may be joined. In that case, the receiving member 30 is provided on the lower surface of the flat roof panel 21.
[発明の効果]
以上のように、本発明は枠組内に複数の小梁を
並設してなる第1のパネルと、枠組内に複数の縦
枠を並設してなる第2のパネルを交差状態で接合
するパネルの接合構造において、第1のパネルの
小梁と第2のパネルの縦枠とが、両パネルの接合
状態下で相互にずれるように、小梁を第1のパネ
ルの所定位置に配設し、縦枠を第2のパネルの所
定位置に配設するとともに、第1のパネルと第2
のパネルの一方に固定され、他方のパネルをその
接合位置に位置決めするパネル受部材を有してな
ることとしたため、2つのパネルを交差状態で確
実かつ容易に接合することができるという効果が
ある。[Effects of the Invention] As described above, the present invention provides a first panel in which a plurality of small beams are arranged in parallel within a framework, and a second panel in which a plurality of vertical frames are arranged in parallel in a framework. In a joint structure in which panels are joined in a crossing state, the beams of the first panel are connected to the vertical frame of the first panel so that the beams of the first panel and the vertical frame of the second panel are shifted from each other when both panels are connected. the first panel and the second panel.
Since the panel support member is fixed to one of the panels and positions the other panel at the joining position, there is an effect that two panels can be reliably and easily joined in a crossed state. .
第1図は本発明の一実施例に係るパネルの接合
構造を用いて形成される屋根ユニツトを示す斜視
図、第2図は各パネルの接合過程を示す斜視図、
第3図は第1図の−線に沿う断面図、第4図
は従来のパネルの接合構造に係り、第1のパネル
と第2のパネルを接合する状態を示す斜視図、第
5図は第4図の−線に沿う断面図である。
24,27,31…枠組、25…小梁、28,
32…縦枠、34…釘、20…屋根ユニツト、2
1…陸屋根パネル(第1のパネル)、22…桁小
壁パネル(第2のパネル)、23…妻小壁パネル、
30…受部材。
FIG. 1 is a perspective view showing a roof unit formed using a panel joining structure according to an embodiment of the present invention, FIG. 2 is a perspective view showing the joining process of each panel,
Fig. 3 is a sectional view taken along the - line in Fig. 1, Fig. 4 is a perspective view of a conventional panel joining structure and shows a state in which the first panel and the second panel are joined, and Fig. 5 is a sectional view taken along the - line in Fig. 1. 5 is a sectional view taken along the line - in FIG. 4. FIG. 24, 27, 31...Framework, 25...Small beam, 28,
32... Vertical frame, 34... Nail, 20... Roof unit, 2
1... Flat roof panel (first panel), 22... Girder small wall panel (second panel), 23... Gable small wall panel,
30...Receiving member.
Claims (1)
ネルと、枠組内に複数の縦枠を並設してなる第2
のパネルを交差状態で接合するパネルの接合構造
において、第1のパネルの小梁と第2のパネルの
縦枠とが、両パネルの接合状態下で相互にずれる
ように、小梁を第1のパネルの所定位置に配設
し、縦枠を第2のパネルの所定位置に配設すると
ともに、第1のパネルと第2のパネルの一方に固
定され、他方のパネルをその接合位置に位置決め
するパネル受部材を有してなることを特徴とする
パネルの接合構造。1 A first panel consisting of a plurality of small beams arranged in parallel within a framework, and a second panel consisting of a plurality of vertical frames arranged in parallel within a framework.
In a panel joint structure in which panels are joined in a crossed state, the small beams are connected to the first panel so that the small beams of the first panel and the vertical frame of the second panel are shifted from each other when both panels are connected. The vertical frame is placed at a predetermined position on the first panel, the vertical frame is placed at a predetermined position on the second panel, and the vertical frame is fixed to one of the first panel and the second panel, and the other panel is positioned at the joining position. What is claimed is: 1. A panel joining structure characterized by having a panel receiving member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14200785A JPS621948A (en) | 1985-06-27 | 1985-06-27 | Connection structure of panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14200785A JPS621948A (en) | 1985-06-27 | 1985-06-27 | Connection structure of panel |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS621948A JPS621948A (en) | 1987-01-07 |
| JPH0339137B2 true JPH0339137B2 (en) | 1991-06-12 |
Family
ID=15305208
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP14200785A Granted JPS621948A (en) | 1985-06-27 | 1985-06-27 | Connection structure of panel |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS621948A (en) |
-
1985
- 1985-06-27 JP JP14200785A patent/JPS621948A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS621948A (en) | 1987-01-07 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| EXPY | Cancellation because of completion of term |