JPH033019B2 - - Google Patents
Info
- Publication number
- JPH033019B2 JPH033019B2 JP12880985A JP12880985A JPH033019B2 JP H033019 B2 JPH033019 B2 JP H033019B2 JP 12880985 A JP12880985 A JP 12880985A JP 12880985 A JP12880985 A JP 12880985A JP H033019 B2 JPH033019 B2 JP H033019B2
- Authority
- JP
- Japan
- Prior art keywords
- joint
- partition wall
- wall panel
- panel
- floor
- 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
Links
- 238000005192 partition Methods 0.000 claims description 34
- 238000003780 insertion Methods 0.000 claims description 12
- 230000037431 insertion Effects 0.000 claims description 12
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 230000000694 effects Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Description
【発明の詳細な説明】
〔技術分野〕
この発明はプレハブ住宅の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] The present invention relates to a support structure for a partition wall panel used on the second floor of a prefabricated house.
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.
この発明の目的は、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。
An object of the present invention is to provide a support structure for a partition wall panel, which improves the strength of the partition wall panel, increases flexibility in floor plan, and allows easy joining work.
この発明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
材の下端に内側へ張出してこの張り出し部分にボ
ルト挿通孔を有した継手板を設け、上面に継手板
を載置した継手台を梁の上面に固定し、継手台の
前記ボルトを挿通孔に対向する位置にねじ孔を上
下に穿孔し、継手板のボルト挿通孔に挿通し継手
台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。
In the support structure of the partition wall panel of the present invention, the panel main body of the partition wall panel is arranged above the beam, and outward groove-shaped joint mounting members are installed vertically along the lower end outer surface of the vertical frame members on both sides of the panel main body. A joint plate is provided that extends inward from the lower end of the joint mounting member and has a bolt insertion hole in this overhanging portion, and a joint base with the joint plate placed on the upper surface is fixed to the upper surface of the beam. Screw holes are drilled vertically in positions facing the bolt insertion holes, and the panel body is fixed to the joint base by inserting the bolts into the bolt insertion holes of the joint plate and fastening the bolts to the screw holes of the joint base.
この発明の構成によれば、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, the following effects are achieved.
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.
実施例
この発明の一実施例を第１図ないし第９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あきは、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の両側な
突出部分にはボルト挿通孔１０を明けてある。Embodiment An embodiment of the present invention is shown in FIGS. 1 to 9. 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 clearance for screw 9 from the panel edge 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５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１２′（第７図参照）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
形鋼製であり、両端のエンドプレートをそれぞ
れ通し柱１４および胴差し１３にボルト止めして
設けられている。１６，１７は、床梁１５の上方
に配設した間仕切壁パネル１の各継手取付部材３
の継手板４の両端と、床梁１５の上フランジ１５
ａとの間にそれぞれ介装した継手板である（第１
図参照）。継手台１６，１７は鉄ブロツク製であ
り、床梁１５の上フランジ１５ａの上面に溶接さ
れている。継手台１７は１個の継手取付部材３を
取付けるものであり、継手台１６は隣合う間仕切
壁パネル１の隣接する２個の継手取付部材３を取
付けるものであり継手台１７の２倍の幅を有して
いる。また、各継手台１６，１７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（第１図参照）が上下に穿孔され
ている。そして、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、かつ継手台１６，
１７のねじ孔１８に締結して継手取付部材３を継
手台１６，１７に固定し、間仕切壁パネル１を継
手台１６，１７に固定する。また、継手台１６，
１７には水平に貫通したボルト挿通孔２０が明け
られており、各ボルト挿通孔２０にボルト２３を
挿通し溝形のパネル枠２１ａ，２２ａに締結して
床梁１５の両側に２階の床パネル２１，２２が固
定されている（第６図参照）。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２７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。なお、２９（第９図）は
２階床パネルジヨイント金物である。 Next, the support structure of this partition wall panel 1 will be explained. In FIG. 5, 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 the adjacent outer wall panel 12' (see FIG. 7). 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 cross-sectional steel, and is bolted to the pillar 14 and the joist 13 through end plates at both ends. 16 and 17 are respective joint mounting members 3 of the partition wall panel 1 arranged above the floor beam 15.
Both ends of the joint plate 4 and the upper flange 15 of the floor beam 15
These are the joint plates interposed between the two joint plates (the first
(see figure). The joint stands 16 and 17 are made of iron blocks and are welded to the upper surface of the upper flange 15a of the floor beam 15. The joint base 17 is for attaching one joint mounting member 3, and the joint base 16 is for attaching two adjacent joint mounting members 3 of adjacent partition wall panels 1, and is twice the width of the joint base 17. have. Further, screw holes 18 (see FIG. 1) are vertically bored in the upper surface of each joint base 16, 17 at positions facing the bolt insertion holes 10 of the joint plate 4. Then, each bolt 19 is attached to the joint plate 4.
is inserted into the bolt insertion hole 10 of the joint base 16,
17 to fix the joint mounting member 3 to the joint bases 16 and 17, and the partition wall panel 1 to the joint bases 16 and 17. In addition, the joint stand 16,
17 has horizontally penetrating bolt insertion holes 20, and bolts 23 are inserted into each bolt insertion hole 20 and fastened to the groove-shaped panel frames 21a, 22a, so that the second floor can be installed on both sides of the floor beam 15. Panels 21 and 22 are fixed (see Figure 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. In addition, joint hardware 26
is bolted to the upwardly grooved lower chord member 28 of the ridge truss 27, and the upper end of the partition wall panel 1 is fixed to the ridge truss 27. Note that 29 (Fig. 9) is the second floor panel joint hardware.
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階の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 is possible to reduce the number of partition wall panels 1 to 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 on the second floor can be installed, the degree of freedom in opening the outer wall on 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１６，１７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。 In addition, since the partition wall panel 1 is not connected to the pillars but is connected to the joint stands 16 and 17 via the joint attachment member 3, there is no need to provide work holes in the pillars, and the work of joining the partition wall panel 1 is simplified. I can do it.
また、床梁１５の上面に継手台１６，１７を溶
接し、この継手台１６，１７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, joint stands 16 and 17 are welded to the upper surface of the floor beam 15, and the partition wall panel 1 is attached to the joint stands 16 and 17.
Since these are fixed, 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、１個の継手台１６，１７で間仕切壁パ
ネル１の固定と、床パネル２１，２２の固定が行
なえるので、部品点数が少なくて済む。 Furthermore, since the partition wall panel 1 and the floor panels 21, 22 can be fixed with one joint stand 16, 17, the number of parts can be reduced.
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790
mm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, 790 mm, which is the module's 900 mm minus the joint spacing of 110 mm.
mm, which allows for continuous erection and systemization with other small non-load-bearing partition wall panels.
また、２階床パネル２１，２２は継手台１６，
１７に固定するのではなくて、床梁１５にジヨイ
ント金物等を介して固定するようにしてもよい。 In addition, the second floor floor panels 21 and 22 are connected to the joint stand 16,
Instead of being fixed to the floor beam 17, it may be fixed to the floor beam 15 via joint hardware or the like.
この発明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。
According to the partition wall panel support structure of the present invention, the following effects can be obtained.
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。 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.
第１図はこの発明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図はその部分破断正面図、第６図はその部分破
断側面図、第７図は第５図の−断面図、第８
図は第５図の−断面図、第９図は第５図の
−断面図である。
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。
Fig. 1 is a partial perspective view of an embodiment of the present invention, Fig. 2 is a perspective view of a partition wall panel between the two, Fig. 3 is a partially enlarged perspective view thereof, Fig. 4 is an enlarged sectional view thereof, and Fig. 5 is a 6 is a partially broken front view of the same, FIG. 7 is a partially broken side view of the same, FIG. 7 is a cross-sectional view of FIG.
The figure is a cross-sectional view taken from the side of FIG. 5, and FIG. 9 is a cross-sectional view taken from the side shown in FIG. 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.
Claims (1)
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両
側へ張り出して設けられ張り出し部分にボルト挿
通孔を有した継手板と、前記梁の上面に固定され
上面に前記継手板を載置した継手台と、この継手
台の前記ボルト挿通孔に対向する位置に上下に穿
孔して設けたねじ孔と、前記継手板のボルト挿通
孔に挿通し前記継手台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を備えた
間仕切壁パネルの支持構造。1. A beam, a panel body of a partition wall panel placed above the beam, an outward groove-shaped joint mounting member that is joined vertically to the outer surface of the lower end of the vertical frame members on both sides of the panel body, and a joint plate that is provided at the lower end of the joint mounting member and has a bolt insertion hole in the protruding portion; a joint plate that is fixed to the upper surface of the beam and has the joint plate placed on the upper surface; Screw holes drilled vertically at positions opposite to the bolt insertion holes, and bolts inserted into the bolt insertion holes of the joint plate and fastened to the screw holes of the joint base to fix the panel body to the joint base. Support structure for partition wall panels with.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12880985A JPS61286436A (en) | 1985-06-13 | 1985-06-13 | Support structure of room partitioning wall panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP12880985A JPS61286436A (en) | 1985-06-13 | 1985-06-13 | Support structure of room partitioning wall panel |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS61286436A JPS61286436A (en) | 1986-12-17 |
| JPH033019B2 true JPH033019B2 (en) | 1991-01-17 |
Family
ID=14993952
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP12880985A Granted JPS61286436A (en) | 1985-06-13 | 1985-06-13 | Support structure of room partitioning wall panel |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS61286436A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US9164197B2 (en) | 2011-12-08 | 2015-10-20 | Momentive Performance Materials Japan Llc | Hydrosilylation-curable silicone rubber composition |
-
1985
- 1985-06-13 JP JP12880985A patent/JPS61286436A/en active Granted
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US9164197B2 (en) | 2011-12-08 | 2015-10-20 | Momentive Performance Materials Japan Llc | Hydrosilylation-curable silicone rubber composition |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS61286436A (en) | 1986-12-17 |
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