JPH0352893Y2 - - Google Patents

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Publication number
JPH0352893Y2
JPH0352893Y2 JP10582085U JP10582085U JPH0352893Y2 JP H0352893 Y2 JPH0352893 Y2 JP H0352893Y2 JP 10582085 U JP10582085 U JP 10582085U JP 10582085 U JP10582085 U JP 10582085U JP H0352893 Y2 JPH0352893 Y2 JP H0352893Y2
Authority
JP
Japan
Prior art keywords
joint
partition wall
support
wall panel
panel
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
Application number
JP10582085U
Other languages
Japanese (ja)
Other versions
JPS6214003U (en
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
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Priority to JP10582085U priority Critical patent/JPH0352893Y2/ja
Publication of JPS6214003U publication Critical patent/JPS6214003U/ja
Application granted granted Critical
Publication of JPH0352893Y2 publication Critical patent/JPH0352893Y2/ja
Expired legal-status Critical Current

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  • Load-Bearing And Curtain Walls (AREA)

Description

【考案の詳細な説明】 〔技術分野〕 この考案はプレハブ住宅の2階に用いる間仕切
壁パネルの支持構造に関するものである。
[Detailed description of the invention] [Technical field] This invention relates to a support structure for a partition wall panel used on the second floor of a prefabricated house.

〔背景技術〕[Background technology]

従来、パネル工法のプレハブ住宅の2階におい
て、耐力壁となる間仕切壁パネルを用いている。
しかし、脚元で座屈変形し易くて耐力が小さく、
そのため使用枚数が多くなり、大形ワンルームが
得られなかつたり、間取りの自由性が少なかつた
りするという問題があつた。また、従来の耐力間
仕切壁パネルは、柱にジヨイントする必要があ
り、そのため柱に作業孔を多数設ける必要があつ
て、作業性が悪かつた。
Conventionally, partition wall panels, which serve as load-bearing walls, have been used on the second floor of prefabricated houses using the panel construction method.
However, it is prone to buckling deformation at the base of the legs and has low yield strength.
As a result, the number of sheets used increased, leading to problems such as not being able to create a large one-room space or having less flexibility in floor plan. In addition, conventional load-bearing partition wall panels need to be jointed to columns, which necessitates providing a large number of working holes in the columns, resulting in poor workability.

〔考案の目的〕[Purpose of invention]

この考案の目的は、間仕切壁パネルの耐力の向
上が図れて間取りの自由性が向上し、かつ接合作
業が簡単に行なえる間仕切壁パネルの支持構造を
提供することである。
The purpose of this invention is to provide a support structure for a partition wall panel that can improve the strength of the partition wall panel, improve flexibility in layout, and facilitate joining work.

〔考案の開示〕[Disclosure of invention]

この考案の間仕切壁パネルの支持構造は、梁の
上方に間仕切壁パネルのパネル本体を配設し、パ
ネル本体の両側の縦枠材の下端外面に上下に沿つ
て外向溝形の継手取付部材を接合し、継手取付部
材の下端にパネル本体の厚み方向両側へ張出して
この張り出し部分にそれぞれボルト挿通孔を有し
た継手板を設け、間隔を置いて立設した一対の支
持台部とこれら一対の支持台部の下部間に続いた
固定部とからなるU字形の継手台を一対の支持台
部をそれぞれ梁の幅方向両側に配置して各支持台
部の上面に継手板の張り出し部分を載置しかつ固
定部を梁の上面に固定して設け、一対の支持台部
の前記ボルト挿通孔に対向する位置にねじ孔を穿
孔し、継手板のボルト挿通孔に挿通し一対の支持
台部のねじ孔にボルトを締結してパネル本体を継
手台に固定したものである。
The support structure of the partition wall panel of this invention is such that the panel main body of the partition wall panel is placed above the beam, and outward groove-shaped joint mounting members are installed along the upper and lower outer surfaces of the lower ends of the vertical frames on both sides of the panel main body. A joint plate is provided on the lower end of the joint mounting member that extends to both sides in the thickness direction of the panel body, each having a bolt insertion hole in this overhang, and a pair of support bases that are erected at a distance from each other. A U-shaped joint base consisting of a fixed part that continues between the lower parts of the support base parts is arranged on both sides of the beam in the width direction, and the overhanging part of the joint plate is placed on the upper surface of each support base part. and a fixing part is fixedly provided on the upper surface of the beam, a screw hole is drilled at a position opposite to the bolt insertion hole of the pair of support parts, and the screw hole is inserted into the bolt insertion hole of the joint plate to connect the pair of support parts. The panel body is fixed to the joint stand by tightening bolts into the screw holes.

この考案の構成によれば、つぎの作用がある。
すなわち、継手取付部材が脚部の座屈変形に対し
て補強しているので、パネル本体の耐力が向上す
る。そのため、パネルの使用枚数が少なくて済み
間取りの自由性が向上する。また、パネル本体は
継手取付部材を介して継手台に接合するので、柱
に作業孔を設ける必要がなく、接合作業が簡単に
行なえる。
According to the configuration of this invention, there are the following effects.
That is, since the joint attachment member reinforces the legs against buckling deformation, the strength of the panel body is improved. Therefore, the number of panels used is small, and the flexibility of floor plan is improved. Furthermore, since the panel body is joined to the joint stand via the joint attachment member, there is no need to provide a working hole in the column, and the joining work can be easily performed.

この考案の一実施例を第1図ないし第7図に示
す。第2図および第3図は間仕切壁パネル1を示
し、パネル本体1′の両側の縦枠材2の下端外面
に、継手取付部材3を介して継手板4が接合され
ている。パネル本体1′は耐力壁構造のものであ
り、溝形鋼製の縦枠材2と横枠材5(第4図)
と、中桟6とでなるパネル枠に、パーテイクルボ
ードからなる構造面材7と、石膏ボードからなる
内装下地8とを両面に張つてビス止めしている。
ビス9のパネル端部からの寸法は、20mm程度とし
てある。継手取付部材3は外向きの溝形鋼からな
り、縦枠材2に溶接してある。継手板4は鋼板か
らなるものであり、継手取付部材3の下端面に溶
接して両側へ突出させてある。継手板4の両側の
突出部分にはボルト挿通孔10を開けてある。
An embodiment of this invention is shown in FIGS. 1 to 7. 2 and 3 show a partition wall panel 1, in which joint plates 4 are joined via joint attachment members 3 to the lower end outer surfaces of vertical frame members 2 on both sides of a panel body 1'. The panel body 1' has a load-bearing wall structure, with vertical frame members 2 and horizontal frame members 5 made of channel steel (Fig. 4).
A structural facing material 7 made of particle board and an interior base material 8 made of gypsum board are attached to both sides of the panel frame made up of the and middle crosspieces 6 and fixed with screws.
The dimension of screw 9 from the edge of the panel is approximately 20 mm. The joint mounting member 3 is made of outward facing channel steel and is welded to the vertical frame member 2. The joint plate 4 is made of a steel plate, and is welded to the lower end surface of the joint mounting member 3 so as to protrude to both sides. Bolt insertion holes 10 are formed in the protruding parts on both sides of the joint plate 4.

次に、この間仕切壁パネル1の支持構造を説明
する。第6図において、11は1階の外壁パネル
であり、12は1階の外壁パネル11の上方に胴
差し13を介して設けた2階の外壁パネルであ
る。なお、24,25は外壁パネル12と、隣合
う外壁パネル(図示せず)とを接続する溝形の外
壁ジヨイント金物である。また、14は通し柱で
ある。この通し柱14と胴差し13との間に床梁
15が突設されている。床梁15は断面I形鋼製
であり、両端のエンドプレートをそれぞれ有し柱
14および胴差し13にボルト止めして設けられ
ている。床梁15の上フランジ15aの上面に
は、床梁15の上方に配置した間仕切壁パネル1
の各継手取付部材3の下方において固定ボルト3
0,32が溶接して立設されている。(第5図参
照)。16は鉄ブロツク製のU字形の継手台であ
り、固定部41のボルト挿通孔34,34に固定
ボルト30,32を挿通し、座金36を介してナ
ツト38で締め付けて上フランジ15a上に固定
される。継手台16の床梁15の幅方向両側には
一対の支持台部40,42が一体に形成されてい
る。また、一対の支持台部40,42の上面に
は、継手板4のボルト挿通孔10に対向する位置
にそれぞれねじ孔18が穿孔されている。そし
て、座金44を介してボルト19をそれぞれ継手
板4のボルト挿通孔10に挿通し、かつ一対の支
持台部40,42のねじ孔18に締結して継手取
付部材3を継手台16に固定し、間仕切壁パネル
1を継手台16に固定する(第1図参照)。また、
第6図において、各間仕切壁パネル1の上端面に
は、鋼製の角パイプ形状のジヨイント金物26が
間仕切壁パネル1の上枠1aにボルト止めされて
いる。さらに、ジヨイント金物26は棟トラス2
7の上向き溝形の下弦材28にボルト止めされ、
間仕切壁パネル1の上端が棟トラス27に固定さ
れている。
Next, the support structure of this partition wall panel 1 will be explained. In FIG. 6, reference numeral 11 indicates an exterior wall panel on the first floor, and reference numeral 12 indicates an exterior wall panel on the second floor, which is provided via a sill 13 above the exterior wall panel 11 on the first floor. Note that 24 and 25 are groove-shaped outer wall joint hardware that connects the outer wall panel 12 and an adjacent outer wall panel (not shown). Further, 14 is a through post. A floor beam 15 is provided protrudingly between the through column 14 and the trunk sill 13. The floor beam 15 is made of I-beam steel in cross section, has end plates at both ends, and is bolted to the column 14 and the joist 13. On the upper surface of the upper flange 15a of the floor beam 15, a partition wall panel 1 is placed above the floor beam 15.
Fixing bolt 3 below each joint mounting member 3 of
0 and 32 are welded and erected. (See Figure 5). Reference numeral 16 designates a U-shaped joint stand made of iron block, which is fixed on the upper flange 15a by inserting the fixing bolts 30, 32 into the bolt insertion holes 34, 34 of the fixing part 41, and tightening them with nuts 38 through washers 36. be done. A pair of support portions 40 and 42 are integrally formed on both sides of the floor beam 15 of the joint stand 16 in the width direction. Furthermore, screw holes 18 are bored in the upper surfaces of the pair of support base parts 40 and 42 at positions facing the bolt insertion holes 10 of the joint plate 4, respectively. Then, the bolts 19 are inserted into the bolt insertion holes 10 of the joint plate 4 through the washers 44 and fastened to the screw holes 18 of the pair of support parts 40 and 42 to fix the joint mounting member 3 to the joint base 16. Then, the partition wall panel 1 is fixed to the joint stand 16 (see FIG. 1). Also,
In FIG. 6, on the upper end surface of each partition wall panel 1, a square pipe-shaped joint metal fitting 26 made of steel is bolted to the upper frame 1a of the partition wall panel 1. Furthermore, the joint hardware 26 is connected to the ridge truss 2.
7 is bolted to the upwardly grooved lower chord member 28,
The upper end of the partition wall panel 1 is fixed to a ridge truss 27.

このように構成された間仕切壁パネルの支持構
造によると、間仕切壁パネル1は、溝形の継手取
付部材3が脚元の座屈変形に対して補強している
ので、垂直荷重や水平力に対する耐力が向上す
る。そのため、間仕切壁パネル1の枚数を減らし
て大形のワンルームを作ることが可能となる。ま
た、他の小型非耐力間仕切壁パネルと組合せるこ
とにより、耐力壁となる間仕切壁パネル1の枚数
を減らして間取りの自由性を増大することができ
る。さらに、2階に耐力間仕切壁パネル1が設置
できるので、2階外壁の開口の自由度が向上す
る。
According to the partition wall panel support structure configured in this way, the partition wall panel 1 is reinforced against buckling deformation at the base of the legs by the groove-shaped joint mounting members 3, so that the partition wall panel 1 is resistant to vertical loads and horizontal forces. Improves durability. Therefore, it becomes possible to reduce the number of partition wall panels 1 and create a large one-room room. Furthermore, by combining with other small-sized non-load-bearing partition wall panels, the number of partition wall panels 1 that serve as load-bearing walls can be reduced and the flexibility of the floor plan can be increased. Furthermore, since the load-bearing partition wall panel 1 can be installed on the second floor, the degree of freedom in opening the outer wall of the second floor is improved.

また、間仕切壁パネル1は柱に接合せずに継手
取付部材3を介して継手台16に接合するので、
柱に作業孔を設ける必要がなく、間仕切壁パネル
1の接合作業が簡単に行なえる。
Furthermore, since the partition wall panel 1 is not connected to the pillars but is connected to the joint stand 16 via the joint attachment member 3,
There is no need to provide working holes in the columns, and the joining work of the partition wall panels 1 can be easily performed.

また、床梁15の上面に継手台16を固定し、
この継手台16に間仕切壁パネル1を固定するよ
うにしたため、間仕切壁パネル1と床梁15との
間に空間が生じる。このため、この空間を利用し
て通線や配管を行なうことができる。
In addition, the joint stand 16 is fixed to the upper surface of the floor beam 15,
Since the partition wall panel 1 is fixed to this joint stand 16, a space is created between the partition wall panel 1 and the floor beam 15. Therefore, this space can be used for wiring and piping.

さらに、継手板4の両端を支持する一対の支持
台部40,42が固定部41で連続されて1個の
継手台16として一体に形成されているので、部
品点数が少なくて済み、また床梁15に固定する
際にも一箇所だけを固定すればよいので固定作業
が容易に行なえる。
Furthermore, since the pair of support base parts 40 and 42 that support both ends of the joint plate 4 are connected by the fixing part 41 and are integrally formed as one joint base 16, the number of parts can be reduced, and the floor When fixing to the beam 15, it is only necessary to fix at one location, so the fixing work can be easily performed.

なお、この間仕切壁パネル1の幅は、例えばモ
ジユールの900mmから継手間隔110mmを引いた
790mmとしてあり、これにより、連続して建込む
ことが可能となり、また他の小型非耐力間仕切壁
パネルとのシステム化が図れる。
The width of this partition wall panel 1 is, for example, the module's 900 mm minus the joint spacing of 110 mm.
The size is 790 mm, which allows for continuous construction and systemization with other small non-load-bearing partition wall panels.

また、第7図に示すように、隣合う間仕切壁パ
ネル1の隣接する2個の継手取付部材3を取付け
ることができるように、4個の支持台部40,4
2,40′,42′を有した継手台17を使用して
もよい。なお、継手台17の固定部41′の中心
にはボルト挿通孔(図示せず)が設けられてい
る。
In addition, as shown in FIG. 7, four support portions 40, 4 are provided so that two adjacent joint mounting members 3 of adjacent partition wall panels 1 can be attached.
A joint stand 17 with 2, 40', 42' may also be used. Note that a bolt insertion hole (not shown) is provided at the center of the fixing portion 41' of the joint stand 17.

この考案の他の実施例を第8図に示す。なお、
第5図の例と同一部分は同一符号を付してその説
明を省略する。すなわち、本実施例の間仕切壁パ
ネルの支持構造は、継手台16の固定手段が第1
の実施例と異なつているだけで他は同じである。
床梁15の上フランジ15aに棒状のナツト4
6,48を埋設し、座金50を介してボルト52
をボルト挿通孔34に挿通しナツト46,48に
締結して継手台16を床梁15に固定する。
Another embodiment of this invention is shown in FIG. In addition,
The same parts as in the example of FIG. 5 are given the same reference numerals, and the explanation thereof will be omitted. That is, in the support structure of the partition wall panel of this embodiment, the fixing means of the joint stand 16 is the first
This embodiment is the same except for the differences from the embodiment.
A rod-shaped nut 4 is attached to the upper flange 15a of the floor beam 15.
6, 48, and bolt 52 through washer 50.
are inserted into the bolt insertion holes 34 and fastened to the nuts 46 and 48 to fix the joint stand 16 to the floor beam 15.

このように構成された間仕切壁パネルの支持構
造においても第1の実施例と同様の効果が得られ
る。
The support structure for the partition wall panel constructed in this manner also provides the same effects as in the first embodiment.

〔考案の効果〕[Effect of idea]

この考案の間仕切壁パネルの支持構造によれば
次の効果が得られる。
The partition wall panel support structure of this invention provides the following effects.

パネル本体の両側下端にそれぞれ接合した溝形
の継手取付部材が脚部の座屈変形に対して補強し
ているので、パネル本体の耐力が向上する。その
ため、パネルの使用枚数が少なくて済み間取りの
自由性が向上する。
Since the groove-shaped joint attachment members joined to the lower ends of both sides of the panel body respectively reinforce the legs against buckling deformation, the strength of the panel body is improved. Therefore, the number of panels used is small, and the flexibility of floor plan is improved.

また、パネル本体は継手取付部材を介して継手
台に接合する構造となつているので、柱に作業孔
を設ける必要がなく、接合作業が簡単に行なえ
る。なお、継手台は前述のように間仕切壁パネル
と床梁との間に空間を形成して通線や配管を行な
えるようにする効果の他に間仕切壁パネルの高さ
を調整する効果を奏する。すなわち、1,2階で
同形の間仕切壁パネルを使用する場合、1階の土
台・梁下間寸法と、2階の梁上・梁下間寸法が異
なるため、継手台の高さを変えることにより調整
する。この場合、高さが異なる継手台を複数用意
して適当なものを選択して使用するようにしても
よい。また、建物の種類によつても土台・梁下間
寸法が異なるため、同様に調整することができ
る。
Furthermore, since the panel body is structured to be joined to the joint stand via the joint attachment member, there is no need to provide a working hole in the column, and the joining work can be easily performed. As mentioned above, the joint stand creates a space between the partition wall panel and the floor beam to allow wiring and piping, and also has the effect of adjusting the height of the partition wall panel. . In other words, when using partition wall panels of the same shape on the first and second floors, the height of the joint base must be changed because the dimensions between the foundation and the bottom of the beam on the first floor are different from the dimensions between the top and bottom of the beam on the second floor. Adjust by. In this case, a plurality of joint stands with different heights may be prepared and an appropriate one may be selected and used. In addition, the dimensions between the foundation and the bottom of the beam differ depending on the type of building, so they can be adjusted in the same way.

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

第1図はこの考案の一実施例の部分斜視図、第
2図はその間仕切壁パネルの斜視図、第3図はそ
の部分拡大斜視図、第4図はその拡大断面図、第
5図はその部分分解斜視図、第6図はその部分破
断正面図、第7図は継手台の変形例の斜視図、第
8図はこの考案の他の実施例の部分分解斜視図で
ある。 1…間仕切壁パネル、1′…パネル本体、2…
縦枠材、3…継手取付部材、4…継手板、10…
ボルト挿通孔、15…床梁、16…継手台、18
…ねじ孔、19…ボルト、30,32…固定ボル
ト、38…ナツト、41…固定部、40,42…
支持台部。
Fig. 1 is a partial perspective view of an embodiment of this invention, Fig. 2 is a perspective view of the partition wall panel between them, Fig. 3 is a partially enlarged perspective view thereof, Fig. 4 is an enlarged cross-sectional view thereof, and Fig. 5 is a perspective view of the partition wall panel. 6 is a partially exploded front view thereof, FIG. 7 is a perspective view of a modification of the joint base, and FIG. 8 is a partially exploded perspective view of another embodiment of the invention. 1... Partition wall panel, 1'... Panel body, 2...
Vertical frame material, 3...Joint mounting member, 4...Joint plate, 10...
Bolt insertion hole, 15...Floor beam, 16...Joint stand, 18
...Screw hole, 19...Bolt, 30, 32...Fixing bolt, 38...Nut, 41...Fixing part, 40, 42...
Support part.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 梁と、この梁の上方に配設した間仕切壁パネル
のパネル本体と、このパネル本体の両側の縦枠材
の下端外面に上下に沿つて接合された外向溝形の
継手取付部材と、この継手取付部材の下端に前記
パネル本体の厚み方向両側へ張り出して設けられ
張り出し部分にそれぞれボルト挿通孔を有した継
手板と、間隔を置いて立設した一対の支持台部と
これら一対の支持台部の下部間に続いた固定部と
からなるU字形に形成され前記一対の支持台部を
それぞれ前記梁の幅方向両側に配置して各支持台
部の上面に前記継手板の張り出し部分を載置しか
つ前記固定部を前記梁の上面に固定した継手台
と、前記一対の支持台部の前記ボルト挿通孔に対
向する位置に穿孔して設けたねじ孔と、前記継手
板のボルト挿通孔に挿通し前記一対の支持台部の
ねじ孔に締結して前記パネル本体を前記継手台に
固定したボルトとを備えた間仕切壁パネルの支持
構造。
A beam, a panel body of a partition wall panel arranged above the beam, an outward groove-shaped joint mounting member joined vertically to the lower end outer surface of the vertical frame members on both sides of the panel body, and this joint. A joint plate that is provided at the lower end of the mounting member and extends to both sides in the thickness direction of the panel body and has bolt insertion holes in each of the projecting portions, a pair of support bases that are erected at intervals, and these pairs of support bases. and a fixing part that continues between the lower parts of the beam, and the pair of support parts are arranged on both sides of the beam in the width direction, and the overhanging part of the joint plate is placed on the upper surface of each support part. and a joint base in which the fixing part is fixed to the upper surface of the beam, a screw hole bored at a position opposite to the bolt insertion hole of the pair of support base parts, and a bolt insertion hole of the joint plate. A support structure for a partition wall panel, comprising a bolt that is inserted through and fastened to a screw hole of the pair of support bases to fix the panel main body to the joint base.
JP10582085U 1985-07-11 1985-07-11 Expired JPH0352893Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10582085U JPH0352893Y2 (en) 1985-07-11 1985-07-11

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10582085U JPH0352893Y2 (en) 1985-07-11 1985-07-11

Publications (2)

Publication Number Publication Date
JPS6214003U JPS6214003U (en) 1987-01-28
JPH0352893Y2 true JPH0352893Y2 (en) 1991-11-18

Family

ID=30980607

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10582085U Expired JPH0352893Y2 (en) 1985-07-11 1985-07-11

Country Status (1)

Country Link
JP (1) JPH0352893Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5904052B2 (en) * 2012-08-15 2016-04-13 新日鐵住金株式会社 Connecting structure of upper and lower floors of thin lightweight steel structure

Also Published As

Publication number Publication date
JPS6214003U (en) 1987-01-28

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