JPS6158624B2 - - Google Patents
Info
- Publication number
- JPS6158624B2 JPS6158624B2 JP53153476A JP15347678A JPS6158624B2 JP S6158624 B2 JPS6158624 B2 JP S6158624B2 JP 53153476 A JP53153476 A JP 53153476A JP 15347678 A JP15347678 A JP 15347678A JP S6158624 B2 JPS6158624 B2 JP S6158624B2
- Authority
- JP
- Japan
- Prior art keywords
- frame
- metal
- framework
- panel
- thermosetting adhesive
- 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
- 239000000463 material Substances 0.000 claims description 25
- 239000002184 metal Substances 0.000 claims description 22
- 229910052751 metal Inorganic materials 0.000 claims description 22
- 239000010425 asbestos Substances 0.000 claims description 13
- 239000004568 cement Substances 0.000 claims description 13
- 229910052895 riebeckite Inorganic materials 0.000 claims description 13
- 239000000853 adhesive Substances 0.000 claims description 11
- 230000001070 adhesive effect Effects 0.000 claims description 11
- 229920001187 thermosetting polymer Polymers 0.000 claims description 9
- 239000003822 epoxy resin Substances 0.000 claims description 4
- 229920000647 polyepoxide Polymers 0.000 claims description 4
- 239000004575 stone Substances 0.000 claims description 4
- 238000010276 construction Methods 0.000 claims description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 12
- 239000011505 plaster Substances 0.000 description 7
- 229910052742 iron Inorganic materials 0.000 description 6
- 239000011120 plywood Substances 0.000 description 4
- 230000005494 condensation Effects 0.000 description 3
- 238000009833 condensation Methods 0.000 description 3
- 230000002159 abnormal effect Effects 0.000 description 2
- LNEPOXFFQSENCJ-UHFFFAOYSA-N haloperidol Chemical compound C1CC(O)(C=2C=CC(Cl)=CC=2)CCN1CCCC(=O)C1=CC=C(F)C=C1 LNEPOXFFQSENCJ-UHFFFAOYSA-N 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000032798 delamination Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 229910003460 diamond Inorganic materials 0.000 description 1
- 239000010432 diamond Substances 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 229920001225 polyester resin Polymers 0.000 description 1
- 239000004645 polyester resin Substances 0.000 description 1
- 230000002250 progressing effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
- 230000037303 wrinkles Effects 0.000 description 1
Landscapes
- Building Environments (AREA)
Description
【発明の詳細な説明】 この発明は建築用軸組パネルに関する。[Detailed description of the invention] TECHNICAL FIELD This invention relates to architectural frame panels.
工場生産型住宅の構築法は、部材の一体集成に
よる現場作業の単純化、省力化、指向に進んでい
る。現状の一例を挙げれば枠材ａを縦横に連結し
て各辺が直交する四角形の軸組ｂを構成し、この
軸組ｂの両面に面材ｃをビスｄで固着してなる中
空の建築用軸組パネルｅが知られている。この場
合、枠材ａが金属製である場合、又は木質である
場合そして、面材ｃが石綿セメント板又は構造用
合板である場合などの種々の組合せが採用されて
来た。一方このような建築用軸組パネルｅを用い
た工場生産型住宅の構築法は、相互に連結される
べきパネルｅ，ｅの軸組ｂ，ｂを直接的にボルト
連結するか又は連結金具を介してなされて来た。
この場合、軸組ｂが住宅の骨組を構成する。 Construction methods for factory-produced housing are progressing toward simplifying and labor-saving on-site work by integrating components. To give an example of the current situation, a hollow building is constructed by connecting frame materials a vertically and horizontally to form a quadrangular framework b whose sides are orthogonal, and fixing panel materials c to both sides of this framework b with screws d. A frame assembly panel e is known. In this case, various combinations have been adopted, such as when the frame material a is made of metal or wood, and when the face material c is made of asbestos cement board or structural plywood. On the other hand, the method of constructing a factory-produced house using such architectural frame panels e is to directly connect the frames b and b of the panels e and e that are to be connected to each other with bolts or to use connecting fittings. It has been done through.
In this case, frame b constitutes the frame of the house.
ところで枠材ａとして金属製枠材を採用した公
知の建築用軸組パネルは、たとえば結露発生がお
きやすいこと、金属製軸組ｂの上、下端における
水平方向の許容荷重が弱く、菱形に変形しやすく
耐震性に乏しいことが欠点であつた。 By the way, known architectural framework panels that use metal frame materials as frame material a are prone to condensation, for example, and have weak horizontal permissible loads at the top and bottom ends of metal framework b, resulting in deformation into a diamond shape. Its disadvantages were that it was easily damaged and had poor earthquake resistance.
この発明は以上の欠点を除去すべくなされたも
ので両側の温度差が顕著な外壁パネルなどに供し
ても結露の発生が改善され、さらに上下端におけ
る水平方向の許容荷重が増大し、たとえば地震の
横揺れなど異常荷重に対しても強度的に改善した
建築用軸組パネルを提供するものである。 This invention was made to eliminate the above-mentioned drawbacks, and it improves the occurrence of dew condensation even when used on external wall panels where there is a significant temperature difference on both sides, and also increases the permissible horizontal load at the top and bottom ends. The purpose of the present invention is to provide a frame panel for construction that has improved strength against abnormal loads such as horizontal shaking.
以下、この発明を実施例図面に基づいて説明す
る。図中１は断面がコ字形の金属枠材２を該金属
枠材２の開口側を内方に向けて縦横に連結して構
成された各辺が直角の四辺形の軸組である。 Hereinafter, the present invention will be explained based on the drawings of the embodiments. In the figure, reference numeral 1 denotes a quadrilateral frame assembly in which each side is a right angle and is constructed by connecting metal frames 2 each having a U-shaped cross section vertically and horizontally with the open side of the metal frames 2 facing inward.
この軸組１の片面には木質枠材３が熱硬化型接
着剤で接着されている。木質枠材３としては構造
用合板又は材木のスライス板が用いられる。又、
熱硬化型接着剤としてはエポキシ樹脂、ポリエス
テル樹脂等が用いられるが、エポキシ樹脂が強
度、耐候性等の点で最適である結論を得た。 A wooden frame material 3 is adhered to one side of this framework 1 with a thermosetting adhesive. As the wooden frame material 3, structural plywood or sliced timber boards are used. or,
Epoxy resins, polyester resins, etc. are used as thermosetting adhesives, but it was concluded that epoxy resins are optimal in terms of strength, weather resistance, etc.
この木質枠材３に面材４として石綿セメント板
５が同様に熱硬化型接着剤を用いて接着されてい
る。一方、石綿セメント板５が接着された側と反
対側には金属薄板６貼の石コウボード７が金属薄
板６を軸組１に同種の接着剤で接着してあつて、
石綿セメント板５と金属薄板貼の石コウボード７
とでもつて中空の建築用軸組パネルＡを構成して
いる。 An asbestos cement board 5 is bonded to the wooden frame material 3 as a face material 4 using a thermosetting adhesive. On the other hand, on the opposite side to the side to which the asbestos cement board 5 is glued, a stone board 7 with a thin metal plate 6 attached is attached to the frame 1 with the same type of adhesive.
Asbestos cement board 5 and plaster board 7 pasted with metal thin plate
This also constitutes a hollow architectural frame panel A.
なお８は、軸組１の補強効果を狙つた中棧でこ
の中棧８は縦方向に平行に配設され、軸組１に連
結されている。又９は石コウボード７に貼着され
た補強紙である。 Note that the reference numeral 8 denotes a support beam aimed at reinforcing the frame 1, and the support beam 8 is arranged parallel to the vertical direction and connected to the frame 1. Further, 9 is a reinforcing paper pasted on the plaster board 7.
上記構成による軸組パネルと本願発明に属さな
い軸組パネルに対して第４図の如く下部両端を固
定して上部に水平方向の荷重P1を加えたときの現
象をとらえた面内剪断試験結果は第２図に示す如
くであつた。 An in-plane shear test that captures the phenomenon when both ends of the lower part are fixed and a horizontal load P 1 is applied to the upper part of the frame panel with the above structure and the frame panel that does not belong to the present invention as shown in Fig. 4 . The results were as shown in FIG.
本発明の構成による軸組パネルの強度が大巾に
増大していることを認めることができた。ここで
δ１は水平方向の荷重P1を加えたときの水平方向
の変位量で、δ１／P1の大小によつて軸組パネル
の強度の優劣が判断できる。 It could be seen that the strength of the frame panel constructed according to the present invention was greatly increased. Here, δ 1 is the amount of displacement in the horizontal direction when a horizontal load P 1 is applied, and the strength of the frame panel can be judged based on the magnitude of δ 1 /P 1 .
なお、両試料は同一寸法とし、かつ同一材料を
使用して作成した。ここで試料ｘは本願発明の構
成による軸組パネルであつて試料ｙは本願発明に
属さない構成の軸組パネルである。試料の構成は
次のとおりである。 Note that both samples had the same dimensions and were created using the same material. Here, sample x is a frame panel having a structure according to the present invention, and sample y is a frame frame panel having a structure not belonging to the present invention. The composition of the sample is as follows.
試料ｘ：熱硬化型接着剤としてはエポキシ樹脂、
金属薄鉄板としては亜鉛びき鉄板、金属製枠材
としては亜鉛びき鉄製Ｃ型材、木質枠材として
は構造用合板を用いて製作したものである。Sample x: epoxy resin as thermosetting adhesive,
A galvanized iron plate was used as the metal thin iron plate, a galvanized iron C-shaped member was used as the metal frame material, and structural plywood was used as the wooden frame material.
試料ｙ：材料は試料ｘと同一で、面材の石綿セメ
ント板と金属薄板貼の石コウボードは、金属製
枠材にビスで固着して作製したものである。Sample y: The materials are the same as those of sample x, and the asbestos cement board as the face material and the plasterboard with the thin metal plate attached were fixed to a metal frame material with screws.
測定結果、第２図に示すとおり、試料ｘは試料
ｙと比べてδ１／P1が大巾に小さい。 As a result of the measurement, as shown in FIG. 2, δ 1 /P 1 of sample x is significantly smaller than that of sample y.
なお、試料ｘはＰx点で木質枠材３の構造用合
板に層間剥離、石綿セメント板５にクラツク、金
属薄鉄板６にシワ、石コウボード７に破砕が発生
し、その後横方向の上下鉄製枠材２が座屈し、原
形が消失した。一方試料ｙはＰy点で、ビス止部
にずれが生じ、次ぎビス止部から石綿セメント板
５にクラツクが発生、その後石綿セメント板５側
のビスが抜け、石コウボード７が破砕され、その
後横方向の上下鉄製枠材２が座屈し原形を消失し
た。 In addition, sample x has delamination in the structural plywood of the wooden frame material 3, cracks in the asbestos cement board 5, wrinkles in the metal thin iron board 6, and fractures in the plaster board 7 at point P Frame material 2 buckled and lost its original shape. On the other hand, in sample y, at point P y , a deviation occurred in the screwed part, then a crack occurred in the asbestos cement board 5 from the screwed part, then the screw on the asbestos cement board 5 side came off, and the plaster board 7 was crushed, and then The upper and lower horizontal steel frame members 2 buckled and lost their original shape.
以上の如く、本願発明の構成による軸組パネル
は、異常な荷重たとえば地震発生時に生ずる水平
方向荷重に対して強度的に改善されているもので
ある。これは、石綿セメント板５及び金属薄鉄板
６が軸組１の変形にともなつて生ずる圧縮力、引
張力が複雑に絡んだ応力に対して変形を抑止する
作用があると、ビス止め部が集中応力を受けて破
損起点となるのに対し、熱硬化型接着剤による全
面接着は集中応力を受けず、応力分散されるから
と解される。 As described above, the frame panel constructed according to the present invention has improved strength against abnormal loads, such as horizontal loads that occur when an earthquake occurs. This is because the asbestos cement plate 5 and the metal thin iron plate 6 have the effect of suppressing deformation against the complex stress caused by the deformation of the frame 1, including compressive force and tensile force. This is understood to be due to the fact that the entire surface bonded with a thermosetting adhesive does not receive concentrated stress and becomes a point of failure, but the stress is dispersed.
さらに本願発明の構成による軸組パネルは金属
薄鉄６によつて石コウボード７側の湿気が遮断さ
れ、結露が軸組パネルの内部に生じにくく、加わ
えるに石綿セメント板５が木質枠材３の介在によ
り金属製枠材２による軸組１に固着されているか
ら木質枠材３の熱伝導性の乏しさによつて両面間
の熱移動が小さくしたがつて吸湿性の高い石コウ
ボード７にして該石コウボード７側の湿気が結露
しにくい。 Furthermore, in the frame panel constructed according to the present invention, moisture on the plaster board 7 side is blocked by the metal thin iron 6, making it difficult for dew condensation to occur inside the frame panel. Since it is fixed to the framework 1 by the metal frame material 2 through the intervention of Therefore, moisture on the stone board 7 side is less likely to condense.
なお、本願発明の建築用軸組パネルは、概して
外壁パネルとして供される。つまり、石綿セメン
ト板５が屋外、石コウボード７が屋内に向けて配
置して用いられる。 The architectural frame panel of the present invention is generally used as an exterior wall panel. That is, the asbestos cement board 5 is used facing outdoors, and the plaster board 7 is used facing indoors.
第１図は本願発明の一実施例に係る一部破断の
斜視図、第２図は面内剪断試験、第３図は従来例
を示す一部破断の斜視図で、第４図は面内剪断試
験の荷重条件を示す正面略図である。
１……軸組、２……金属枠材、３……木質枠
材、４……面材、５……石綿セメント、６……金
属薄板、７……石コウボード。
Fig. 1 is a partially broken perspective view of an embodiment of the present invention, Fig. 2 is an in-plane shear test, Fig. 3 is a partially broken perspective view of a conventional example, and Fig. 4 is an in-plane shear test. It is a front schematic diagram showing the load conditions of a shear test. 1... Frame, 2... Metal frame material, 3... Wooden frame material, 4... Face material, 5... Asbestos cement, 6... Metal thin plate, 7... Plaster board.
Claims (1)
の軸組の両面に面材を固着してなる建築用軸組パ
ネルにおいて、上記面材の一方が石綿セメント板
で、この石綿セメント板は上記金属製軸組の片面
上に熱硬化型接着剤で全面接着された木質枠材に
熱硬化型接着剤で全面接着され、かつ面材の他方
は金属薄板貼石コウボードであつてこの金属薄板
貼石コウボードは、上記金属製軸組の他面に熱硬
化型接着剤で接着されたことを特徴とする建築用
軸組パネル。 ２ 熱硬化型接着剤としてエポキシ樹脂系接着剤
を用いた特許請求の範囲第１項記載の建築用軸組
パネル。[Scope of Claims] 1. An architectural framework panel in which metal frames are connected vertically and horizontally to form a framework, and face materials are fixed to both sides of the framework, in which one of the face materials is made of asbestos cement. This asbestos cement board is fully bonded with a thermosetting adhesive to a wooden frame material that is entirely adhered with a thermosetting adhesive on one side of the metal frame, and the other side of the panel is covered with a thin metal plate. A framework panel for construction, which is a stone board and is characterized in that the stone board pasted with metal thin plates is bonded to the other surface of the metal framework with a thermosetting adhesive. 2. The architectural frame panel according to claim 1, which uses an epoxy resin adhesive as the thermosetting adhesive.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15347678A JPS5578753A (en) | 1978-12-11 | 1978-12-11 | Building framework panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15347678A JPS5578753A (en) | 1978-12-11 | 1978-12-11 | Building framework panel |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5578753A JPS5578753A (en) | 1980-06-13 |
| JPS6158624B2 true JPS6158624B2 (en) | 1986-12-12 |
Family
ID=15563398
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP15347678A Granted JPS5578753A (en) | 1978-12-11 | 1978-12-11 | Building framework panel |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5578753A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6429611A (en) * | 1987-07-24 | 1989-01-31 | Honda Motor Co Ltd | Cooling device for internal combustion engine |
| JPH0185418U (en) * | 1987-11-28 | 1989-06-06 | ||
| JPH0512150Y2 (en) * | 1986-09-10 | 1993-03-26 |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5837306U (en) * | 1981-09-04 | 1983-03-11 | ナショナル住宅産業株式会社 | exterior wall panels |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5754291Y2 (en) * | 1977-05-09 | 1982-11-24 |
-
1978
- 1978-12-11 JP JP15347678A patent/JPS5578753A/en active Granted
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0512150Y2 (en) * | 1986-09-10 | 1993-03-26 | ||
| JPS6429611A (en) * | 1987-07-24 | 1989-01-31 | Honda Motor Co Ltd | Cooling device for internal combustion engine |
| JPH0185418U (en) * | 1987-11-28 | 1989-06-06 |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5578753A (en) | 1980-06-13 |
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