JPH11222972A - Corrugated material built-in type wall structure - Google Patents
Corrugated material built-in type wall structureInfo
- Publication number
- JPH11222972A JPH11222972A JP3970198A JP3970198A JPH11222972A JP H11222972 A JPH11222972 A JP H11222972A JP 3970198 A JP3970198 A JP 3970198A JP 3970198 A JP3970198 A JP 3970198A JP H11222972 A JPH11222972 A JP H11222972A
- Authority
- JP
- Japan
- Prior art keywords
- corrugated material
- corrugated
- wave
- wall structure
- plywood
- 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.)
- Pending
Links
Landscapes
- Load-Bearing And Curtain Walls (AREA)
- Panels For Use In Building Construction (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、建物の壁に適用
し、施工が容易、且つ安価な波状成形材組込式壁構造に
関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an easy-to-use and inexpensive corrugated material-incorporated wall structure applied to a building wall.
【0002】[0002]
【従来の技術】従来、木造建物の工法としては、軸組工
法、ツーバイフォー工法及びパネル工法などが知られて
いる。軸組工法は、地面の上にコンクリート製の基礎が
造られ、その上に土台が載せられ、その上に柱が立てら
れ、梁・桁・胴差しと呼ばれる横架材を骨組として床や
屋根が造られ、さらに地震・風による水平力に対抗する
ために筋違・壁が設けられる。ツーバイフォー工法(枠
組壁工法)は、床板と耐力壁とによって建物が一体化さ
れ、一種の箱が組立てられることを基本とする工法であ
って、部材の種類が少なく、部材同士が釘・金物によっ
て容易に接合可能であることに特徴がある。パネル工法
は、縦枠・横枠・傾斜枠よりなる長方形状の枠体の両側
に、その枠体に見合う大きさの平板が張設されたパネル
の組立によって床・壁等が形成されることを基本とする
工法であって、このパネルは予め工場で製作され、建築
現場に運搬され、組立てられるよう構成されている。2. Description of the Related Art Conventionally, as a construction method of a wooden building, a frame construction method, a two-by-four construction method, a panel construction method and the like are known. In the framing method, a concrete foundation is built on the ground, a foundation is placed on top of it, pillars are erected on it, and floors and roofs are framed using horizontal members called beams, girders, and bollards. It will be built and will be provided with braces and walls to resist horizontal forces caused by earthquakes and winds. The two-by-four construction method (frame wall construction method) is a construction method based on the fact that a building is integrated with a floor plate and a load-bearing wall, and a type of box is assembled. The feature is that it can be easily joined. In the panel construction method, floors, walls, etc. are formed by assembling panels on both sides of a rectangular frame consisting of vertical frames, horizontal frames, and inclined frames, with flat plates stretched to the size of the frame. The panel is manufactured in advance in a factory, transported to a construction site, and assembled.
【0003】木造建物の壁には、鉛直荷重(積載荷重
等)を支える壁や水平荷重(地震・風による水平力)に
耐える壁等の耐力壁とそうでない非耐力壁とがあるが、
いずれもそれぞれ上記軸組工法によるもの、ツーバイフ
ォー工法によるもの、パネル工法によるものがある。[0003] There are two types of walls in wooden buildings: those that support vertical loads (such as loading loads), those that bear horizontal loads (horizontal forces due to earthquakes and winds), and those that do not.
In each case, there are a method using the above-mentioned frame construction method, a method using the two-by-four method, and a method using the panel method.
【0004】軸組工法によるものとしては、伝統的な真
壁・大壁の他に、図5及び図6に示すものが一般的に使
用されている。図5に示すものは非耐力壁であって、鉛
直の柱1a,1a・間柱1bに対して水平の胴縁1cを
複数段取付け、その胴縁1cの内面に石膏ボード2・ク
ロス3等が張られたものである。図6に示すものは耐力
壁であって、非耐力壁同様の鉛直の柱1a,1a・間柱
1bの内外両面に構造用合板4,4が張られたものであ
る。なお、図には省略されているが、耐力壁にはしばし
ば筋交いが設けられている。[0004] As for the frame construction method, in addition to the traditional true walls and large walls, those shown in FIGS. 5 and 6 are generally used. FIG. 5 shows a non-bearing wall, in which a plurality of horizontal rims 1c are attached to the vertical pillars 1a, 1a and studs 1b, and a gypsum board 2, a cloth 3 and the like are provided on the inner surface of the rim 1c. It is stretched. FIG. 6 shows a load-bearing wall, in which structural plywood 4, 4 is stretched on both inside and outside surfaces of vertical pillars 1a, 1a and studs 1b like the non-bearing wall. Although not shown in the drawings, the bearing wall is often provided with a brace.
【0005】この工法による壁は、自由度が高く、依頼
者の各種の要求に応じることが出来、高品質の木造住宅
の建築には適しているが、多大の工数を要するため、価
格が高く、そのうえ、施工が煩瑣であって、経験を積ん
だ経験者によらなければならず、その経験者も次第に少
なくなり、その工法の維持継承が難しくなりつつあると
いう問題点がある。[0005] A wall made by this method has a high degree of freedom and can meet various requests of a client, and is suitable for building a high-quality wooden house. In addition, there is a problem that the construction is complicated, and it is necessary to rely on experienced persons, and the number of experienced persons gradually decreases, and it becomes difficult to maintain and inherit the method.
【0006】さらに柱1a・間柱1b・胴縁1cには、
杉・米松・米ツガ等の半生木材が使用されることがあ
り、年月の経過と共に、収縮・湾曲等の変形を起こし易
く、各部に隙間を生じ、気密性が損なわれて、室内の温
度・湿度の調整が困難であったり、傾き等の狂いを生じ
たりするという問題点がある。それを防ぐためには、隣
接する柱1a,間柱1bや胴縁1cの間隔を小さくする
必要があり、そのため多数の柱・間柱・胴縁が必要にな
るという問題点がある。しかも石膏ボード2・合板4等
を長手方向に接合する場合、それらの端部を柱1a・間
柱1b・胴縁1cの上面に位置させ、釘等で固定する必
要があるため、上述のようにこれらの間隔が広いと、は
み出た部分を切除する必要があり、短尺材が使用出来
ず、それだけ材料のロスが多くなるという問題点があ
る。さらに壁の空間部に配管・配線が必要な場合、間柱
1b・胴縁1cの間隔が大きいため、それらの保持固定
が難しい、また間柱1bを横断して配管・配線しようと
すると、間柱1bを切欠かなければならないという問題
点がある。Further, the pillar 1a, the stud 1b, and the rim 1c include:
Semi-timber such as cedar, rice pine, and rice hemlock may be used, and as time passes, they tend to be deformed such as shrinkage and curvature, creating gaps in each part, impairing airtightness, and reducing indoor temperature. -There are problems that it is difficult to adjust the humidity and that the inclination and the like are out of order. In order to prevent this, it is necessary to reduce the interval between the adjacent pillars 1a, the studs 1b, and the rim 1c, and thus there is a problem that a large number of pillars, studs, and rims are required. Moreover, when the gypsum board 2 and the plywood 4 are joined in the longitudinal direction, their ends need to be positioned on the upper surfaces of the pillars 1a, the studs 1b, and the rim 1c, and fixed with nails or the like. If these gaps are wide, it is necessary to cut off the protruding portion, so that a short material cannot be used, and there is a problem that the loss of the material increases accordingly. Further, when piping / wiring is required in the space of the wall, it is difficult to hold and fix them because the interval between the studs 1b and the rim 1c is large. There is a problem that it must be cut.
【0007】次に、ツーバイフォー工法による壁は、基
本的には軸組工法によるものと変わらず、例えば耐力壁
の場合、図7に示すように、例えば厚さ2インチ、幅4
インチの厚板状の複数の縦枠5aが平行に立設されると
共に、縦枠5aの内外面に合板4,4が張設されてい
る。なお、縦枠5aはそれらの下端を連ねる下枠を介し
て床の上面等に支持されている他、その上端をそれぞれ
連ねる水平な上枠が張架されたり、縦枠5aと斜めに交
差する筋交いが設けられたり、隣合う縦枠5a,5a間
には、必要に応じてそれと同様の厚板状水平のころび止
めが設けられたりしている(いずれも図示省略)。Next, the wall by the two-by-four construction method is basically the same as that by the frame construction method. For example, in the case of a load-bearing wall, as shown in FIG.
A plurality of vertical frames 5a having a thick plate shape of inches are erected in parallel, and plywoods 4, 4 are stretched on the inner and outer surfaces of the vertical frames 5a. The vertical frame 5a is supported on the upper surface of the floor or the like via a lower frame connecting the lower ends thereof, and a horizontal upper frame connecting the upper ends thereof is stretched or crosses the vertical frame 5a diagonally. A brace is provided, and between the adjacent vertical frames 5a, 5b, a similar thick plate-shaped horizontal anti-roller is provided as necessary (both are not shown).
【0008】この工法によるものは、床板と壁構造によ
って建物が一体化され、一種の箱が組立てられるため、
前述の通り部材の種類が少なく、部材同士が釘・金物に
よって容易に接合可能であるという利点があるが、比較
的に工数が少なく、長年の経験者によらなければならな
いことを除き、軸組工法によるものと略同様の問題点が
ある。According to this method, the building is integrated by the floorboard and the wall structure, and a kind of box is assembled.
As described above, there is an advantage that the types of members are small and the members can be easily joined to each other with nails and hardware. However, the number of man-hours is comparatively small, and a shaft There are almost the same problems as those by the construction method.
【0009】第3に、パネル工法による壁は、例えば図
8に示すように、上述のように、工場で製作された、縦
枠・横枠・傾斜枠よりなる長方形状の枠体6の両側に、
その枠体6に見合う大きさの合板4,4が張設されたパ
ネル7が、土台又は床の上に立設されている。そのた
め、作業が簡略化・効率化され、工期が短縮されると共
に、経験者者によらなくても作業が進められるという利
点がある。Third, as shown in FIG. 8, for example, as shown in FIG. 8, the wall by the panel method is formed on both sides of a rectangular frame 6 made of a vertical frame, a horizontal frame, and an inclined frame, which is manufactured in a factory. To
A panel 7 on which plywoods 4 and 4 having a size corresponding to the frame 6 are stretched is erected on a base or a floor. Therefore, there is an advantage that the operation is simplified and the efficiency is improved, the construction period is shortened, and the operation can be performed without an experienced person.
【0010】しかしながら、枠体6には、軸組・ツーバ
イフォー等他の工法同様に、米松・米ツガ等の半生木材
が使用されているため、年月の経過と共に、収縮・湾曲
等の変形を起こし易く、各部に隙間を生じ、気密性が損
なわれて、室内の温度・湿度の調整が困難であったり、
傾き等の狂いを生じたりするという問題点がある。さら
に工場生産されたパネル7は、容積が大きく、運搬負担
が大きい、また現場での寸法調整が殆ど不可能であると
いう問題点もある。However, as in the case of other construction methods such as frame and two-by-four, semi-raw wood such as rice pine and rice hemlock is used for the frame 6, so that deformation such as shrinkage and bending occurs with the passage of time. It is easy to cause, gaps occur in each part, airtightness is impaired, it is difficult to adjust the indoor temperature and humidity,
There is a problem that the inclination or the like may be out of order. Furthermore, the panel 7 produced in the factory has a problem that the volume is large, the transportation burden is large, and the dimensional adjustment on site is almost impossible.
【0011】[0011]
【発明が解決しようとする課題】そこで本発明の目的と
するところは、上記従来の木造建物の壁の持つそれぞれ
の欠点を解消した、施工が容易であり、安価であり、経
験者を必要とせず、狂いが少なく、断熱性・気密性がよ
く、材料のロスが少なく、壁空間部の配線・配管の敷設
・固定が容易であり、運搬負担が少なく、現場での寸法
調整が容易な波状成形材組込式壁構造を提供することに
ある。SUMMARY OF THE INVENTION An object of the present invention is to solve the above-mentioned drawbacks of the conventional wooden building walls, to be easy to construct, to be inexpensive, and to require experienced persons. Less irregularity, good heat insulation and airtightness, low loss of material, easy installation and fixing of wiring and piping in the wall space, less burden on transportation, and corrugation for easy on-site dimensional adjustment It is an object of the present invention to provide a molding-incorporated wall structure.
【0012】[0012]
【課題を解決するための手段】上記の目的を達するため
に、請求項1の発明の波状成形材組込式壁構造は、1つ
の鉛直面に対して両側水平方向に同周期で振動し一定の
波高を有する、接着剤を介した植物片の成形によりなる
波状成形材(10)の表側の隣接する波の最高点(1
1)および波状成形材(10)の裏側の隣接する波の最
低点(12)に、前記鉛直面に平行な合板(4,4)等
の面材をそれぞれ当接し、結合されるよう、波状成形材
(10)を2枚の合板(4,4)等の面材の間に組込ん
だことを特徴とするものである。なお、植物片とは、木
材・わら・竹・コーリャン・あし・かや・麻・紙等の粉
末材・繊維状材・チップ状材・葉等のことである。In order to achieve the above object, a wall structure with a built-in corrugated material according to the first aspect of the present invention vibrates at a constant frequency in both horizontal directions with respect to one vertical plane. The highest point (1) of the adjacent wave on the front side of the corrugated material (10) formed by molding a plant piece via an adhesive having a wave height of
The surface material such as plywood (4, 4) parallel to the vertical surface is brought into contact with the lowest point (12) of the adjacent wave on the back side of 1) and the corrugated material (10), and is corrugated so as to be joined. The molding material (10) is incorporated between face materials such as two plywoods (4, 4). Note that the plant pieces include powdered materials such as wood, straw, bamboo, kolyan, reed, kayak, hemp, paper, etc., fibrous materials, chip-shaped materials, leaves, and the like.
【0013】請求項2の発明は、請求項1の波状成形材
(10)を構成する植物片が、粉末状、繊維状、チップ
状の木材のいずれか1つ又は2つ以上の混合物よりなる
か、又はそれらを含むものであることを特徴とするもの
である。According to a second aspect of the present invention, the plant pieces constituting the corrugated molding (10) of the first aspect are made of any one of powdery, fibrous and chip-shaped wood or a mixture of two or more of them. Or that including them.
【0014】請求項3の発明は、請求項1又は2の発明
の構成に加えて、波状成形材(10)の波の連なる方向
を略水平になるよう、波状成形材(10)が配置されて
いることを特徴とするものである。According to a third aspect of the present invention, in addition to the configuration of the first or second aspect, the corrugated material (10) is arranged so that the direction of the continuous waves of the corrugated material (10) is substantially horizontal. It is characterized by having.
【0015】なお、上記の括弧内の記号は図面及び後述
する発明の実施の形態に記載された記号に対応するもの
である。The symbols in the parentheses correspond to the symbols described in the drawings and the embodiments of the invention described later.
【0016】請求項1の発明によれば、2枚の合板の間
に、間柱・胴縁・縦枠の代わりに、一体の波状成形材が
組込まれたものであるため、施工が簡単であり、格別の
経験者を必要とせず、工事費が低減される。また、年月
の経過によっても変形し難い合板・波状成形材により構
成されているため、収縮・変形に伴う隙間・狂いが生じ
難い。しかも合板と波状成形材の波頭となる最高点と、
波底となる最低点とが結合されているため、特に波状成
形材の波長として、従来の間柱・縦枠の配列間隔よりも
十分に小さい波長(例えば150mm)を有するものが適
用されれば、ころび止めや筋交いがなくても、剛性は勿
論耐力も、従来のものに比較して著しく高くなる。According to the first aspect of the present invention, an integrated corrugated material is incorporated between the two plywoods instead of the studs, the rim and the vertical frame, so that the construction is simple. No special experience is required, and construction costs are reduced. Further, since it is made of a plywood or a corrugated material that is hardly deformed even with the passage of time, gaps and irregularities due to shrinkage and deformation are unlikely to occur. Moreover, the highest point, which is the crest of plywood and corrugated material,
Since the lowest point to be the bottom of the wave is combined, especially when the wavelength of the wave-shaped material is applied that has a wavelength (for example, 150 mm) sufficiently smaller than the arrangement interval of the conventional studs / vertical frames, Even without anti-rolling and bracing, the stiffness as well as the proof stress are significantly higher than those of the conventional one.
【0017】また、壁空間部は、合板と波状成形材とに
よって小さく仕切られ、隙間が少なく、気密性にすぐれ
た複数の小さい空間が形成されるため、気密性・断熱性
が改善され、空調負担が軽減される。反対に、必要に応
じて上記壁の間の小さく仕切られた空間を冷空気や温空
気の通気路として使用するとことも可能である。さらに
その小さく仕切られた空間が配線・配管の挿通・固定に
有効利用可能である。例えば壁空間部内のヘアピン状に
蛇行した空調配管も、その直線部が前記各空間に波頭線
に平行に挿通されると共に、ベンド部が横断する比較的
薄い板状部分のみの切り欠きか、孔穿けによって、容易
に敷設可能である。しかも、合板に当接し、それを支持
する波頭線の間隔が小さいため、波頭線からはみ出る端
部分が短くなり、短尺材も使用可能となり、合板等のロ
スが低減される。Further, the wall space is partitioned into small pieces by the plywood and the corrugated material, and a plurality of small spaces having small gaps and excellent airtightness are formed. The burden is reduced. Conversely, if desired, a small partitioned space between the walls can be used as a ventilation path for cold or hot air. Further, the small partitioned space can be effectively used for inserting and fixing wiring and piping. For example, the air-conditioning piping meandering in a hairpin shape in the wall space portion also has a straight portion inserted into each of the spaces parallel to the wave front line, and a cutout or a hole in only a relatively thin plate-like portion that the bend portion traverses. It can be easily laid by drilling. In addition, since the interval between the wave front lines that abuts on and supports the plywood is small, the end protruding from the wave front line is shortened, and a short material can be used, thereby reducing the loss of the plywood and the like.
【0018】請求項2の発明によれば、請求項1の発明
の作用効果に加えて、植物片として、供給も品質も安定
した粉末状、繊維状、チップ状の木材が使用されるた
め、安価で良質の波状成形材組込式壁構造が提供され
る。According to the second aspect of the present invention, in addition to the effects of the first aspect of the invention, powdery, fibrous, or chip-shaped wood is used as the plant piece, which is stable in supply and quality. An inexpensive and high quality corrugated material embedded wall structure is provided.
【0019】請求項3の発明によれば、請求項1又は2
の発明の作用効果に加えて、幅・厚さの小さい間柱や縦
枠に比較して、断面2次モーメントが高いため、波状成
形材が鉛直方向に長くなっても、座屈強度が十分高く、
特に鉛直荷重(積載荷重等)に対する剛性・耐力が大き
い。According to the invention of claim 3, claim 1 or 2
In addition to the functions and effects of the invention, the buckling strength is sufficiently high even if the corrugated material becomes longer in the vertical direction because the second moment of area is higher than studs and vertical frames with small width and thickness. ,
In particular, the rigidity and proof strength against vertical loads (such as loading loads) are large.
【0020】[0020]
【発明の実施の形態】本発明の実施の形態例について図
面を参考にして説明する。図1は本発明の実施の形態例
に係わる波状成形材組込式壁構造を示す部分斜視図、図
2は波状成形材の製造方法を示す断面図、図3は本発明
の他の実施の形態例を示す斜視図、図4は本発明の3番
目の実施の形態例を示す斜視図である。Embodiments of the present invention will be described with reference to the drawings. FIG. 1 is a partial perspective view showing a corrugated material-embedded wall structure according to an embodiment of the present invention, FIG. 2 is a cross-sectional view showing a method for producing a corrugated material, and FIG. 3 is another embodiment of the present invention. FIG. 4 is a perspective view showing an embodiment, and FIG. 4 is a perspective view showing a third embodiment of the present invention.
【0021】本発明の実施の形態例に係わる波状成形材
組込式壁構造は、図1に示すように、1つの鉛直面に対
して両側水平方向に同周期で振動し(一定の波長、例え
ば150mm)一定の波高(例えば45mm)を有する、接
着剤を介した植物片の成形によりなる波状成形材10の
表側の隣接する波の最高点11および波状成形材10の
裏側の隣接する波の最低点12に、鉛直面に平行な合板
4,4の一面がそれぞれ当接し、釘等により結合されて
いる。しかもこの波状成形材10は、波の連なる方向を
略水平になるように、すなわち図1に示す波頭線Zが鉛
直になるよう配置されている。As shown in FIG. 1, the corrugated material-embedded wall structure according to the embodiment of the present invention vibrates at the same cycle in both horizontal directions with respect to one vertical plane (at a constant wavelength, The highest point 11 of the adjacent wave on the front side of the wave-shaped material 10 and the adjacent wave on the back side of the wave-shaped material 10 having a constant wave height (eg, 45 mm) having a constant wave height (for example, 45 mm) formed by molding a plant piece via an adhesive. The surfaces of the plywoods 4 and 4 parallel to the vertical plane are in contact with the lowest point 12, respectively, and are connected by nails or the like. Moreover, the corrugated material 10 is arranged so that the direction in which the waves are connected is substantially horizontal, that is, the wave front line Z shown in FIG. 1 is vertical.
【0022】上記波状成形材10は、接着剤を介した、
わら・竹・コーリャン・あし・かや・麻・紙・木材等の
粉末材・繊維状材・チップ状材・葉等植物片の成形によ
って製造されたものである。なお、植物片としては、供
給も品質も安定しており、安価で良質の波状成形材10
の供給のためには、粉末状、繊維状、チップ状の木材の
いずれか1つ又は2つ以上の混合物よりなるか、又はそ
れらを含むものが使用されることが好ましい。The corrugated material 10 is formed by an adhesive.
It is manufactured by molding plant materials such as powdered materials such as straw, bamboo, kolyan, reed, kaaya, hemp, paper, wood, etc., fibrous materials, chip-shaped materials and leaves. In addition, as a plant piece, supply and quality are stable, and an inexpensive and good-quality corrugated material 10 is used.
It is preferable to use one composed of or containing a mixture of at least one of powdery, fibrous, and chip-shaped wood, or containing them.
【0023】この壁構造は、2枚の合板4,4の間に、
間柱・胴縁・縦枠の代わりに、一体の波状成形材10が
組込まれたものであるため、施工が簡単であり、格別の
経験者を必要とせず、工事費が低減される。また、年月
の経過によっても変形し難い合板4・波状成形材10に
より構成されているため、収縮・変形に伴う隙間・狂い
が生じ難い。This wall structure is provided between two plywoods 4,4.
Since the integrated corrugated material 10 is incorporated in place of the studs, the torso, and the vertical frame, the construction is simple, no special experience is required, and the construction cost is reduced. Moreover, since it is composed of the plywood 4 and the corrugated material 10 that are not easily deformed even with the passage of time, gaps and deviations due to shrinkage and deformation hardly occur.
【0024】また2枚の合板4,4の間に、幅・厚さの
小さい間柱・胴縁・縦枠の代わりに、波頭線Zが鉛直に
なるよう、波状成形材10が組込まれ、しかも合板4,
4と波状成形材10の波頭となる最高点11・波底とな
る最低点12とが釘で結合されているため、従来例に比
較して、断面2次モーメントが高く、波状成形材が鉛直
方向に長くなっても、座屈強度が十分高く、特に鉛直荷
重(積載荷重等)に対する剛性・耐力が大きい。そのた
め、特に波状成形材10の波長として、従来の間柱や縦
枠の配列間隔よりも十分に小さい波長(例えば150m
m)を有するものが適用されれば、ころび止めや筋交い
がなくても、剛性は勿論耐力も従来のものに比較して著
しく高くなる。なお、非耐力壁としての使用も可能であ
り、その場合は、石膏ボードを介することなくクロスを
貼着可能である。Further, between the two plywoods 4 and 4, a wavy forming material 10 is incorporated so that a wave front line Z is vertical, instead of a stud, a waist edge and a vertical frame having a small width and thickness. Plywood 4,
4 and the highest point 11 serving as the wave crest and the lowest point 12 serving as the wave bottom of the corrugated material 10 are joined by nails, so that the second moment of area is higher than that of the conventional example, and the corrugated material is vertical. Even if it becomes longer in the direction, the buckling strength is sufficiently high, and particularly the rigidity and proof strength against a vertical load (such as a load) are large. Therefore, in particular, the wavelength of the corrugated molded material 10 is sufficiently smaller than the arrangement interval of the conventional studs or vertical frames (for example, 150 m).
If a material having m) is applied, the stiffness as well as the proof strength will be significantly higher than those of the conventional one, even if there is no anti-rolling or bracing. In addition, it is also possible to use as a non-bearing wall, and in that case, a cloth can be stuck without using a gypsum board.
【0025】さらに、合板4と波状成形材10とによっ
て小さく仕切られた空間は、配線・配管が挿通容易であ
り、それらの固定に適している。なお、例えば壁空間部
内のヘアピン状に蛇行した空調配管も、その直線部が前
記各空間に波頭線Zに平行に挿通され、ベンド部が横断
する部分のみ切欠き又は孔穿加工されれば、容易に敷設
可能である(図示省略)。そのうえ、波状成形材10の
波長が短く、合板4が当接し、それを支持する波頭線Z
の間隔が小さいため、合板4の波頭線Zからはみ出る端
部分が短くなり、短尺材も使用可能となり、合板4のロ
スが低減される。また、植物片として、供給も品質も安
定した粉末状、繊維状、チップ状の木材が使用されれ
ば、安価で良質の波状成形材組込式壁構造が提供され
る。Further, the space partitioned by the plywood 4 and the corrugated material 10 is small, so that wiring and piping can be easily inserted and suitable for fixing them. In addition, for example, the air-conditioning piping meandering in the shape of a hairpin in the wall space portion also has a straight line portion inserted into each space in parallel with the wave front line Z, and only a portion where the bend portion crosses is cut or drilled. It can be laid easily (not shown). In addition, the wavelength of the corrugated material 10 is short, the plywood 4 is in contact, and the wave front line Z
Is small, the end portion of the plywood 4 protruding from the wave front line Z is shortened, a short material can be used, and the loss of the plywood 4 is reduced. In addition, if powder, fibrous, or chip-shaped wood having a stable supply and quality is used as a plant piece, an inexpensive and high-quality corrugated material-embedded wall structure is provided.
【0026】また、壁空間部は、合板4,4と波状成形
材10とによって小さく仕切られ、隙間が少なく、気密
性にすぐれた複数の小さい空間が形成されるため、気密
性・断熱性が改善され、空調負担が軽減される。反対
に、必要に応じて上記壁の間の小さく仕切られた空間を
冷空気や温空気の通気路として使用するとことも可能で
ある。Further, the wall space is partitioned into small pieces by the plywoods 4 and 4 and the corrugated material 10, and a plurality of small spaces having small gaps and excellent airtightness are formed. It is improved and the air conditioning burden is reduced. Conversely, if desired, a small partitioned space between the walls can be used as a ventilation path for cold or hot air.
【0027】上記壁構造は、建築現場で施工されること
を前提に述べられているが、パネル工法のパネルとして
工場で製作されても何等差支えない。従って建築現場施
工のものは、合板4・波状成形材10共に複数枚重ね合
わせ可能であるため、従来のパネル工法の壁パネルに比
較して、運搬時の容積が低減されると共に、現場施工時
の寸法調整が容易である。反対に工場生産によるパネル
にすると、現場での作業が簡略化・効率化され、工期が
短縮されると共に、経験者によらなくても作業が容易に
進められるという利点がある。Although the above-mentioned wall structure is described on the assumption that it is constructed at a building site, it does not matter at all if it is manufactured at a factory as a panel of a panel construction method. Therefore, in the case of the construction site construction, since a plurality of plywood 4 and the corrugated molding 10 can be superimposed, the volume at the time of transportation is reduced as compared with the wall panel of the conventional panel construction method, and at the time of the site construction. Dimension adjustment is easy. On the other hand, the panel produced by the factory has advantages that the work at the site can be simplified and made more efficient, the work period can be shortened, and the work can be easily carried out without an experienced person.
【0028】波状成形材の製造に当たって、植物片とし
てラジアータパインを切削して得られた厚み0.2〜
0.4mm、幅10〜50mm、長さ20〜150mmのスト
ランド(薄木片)をドライヤーで含水率3%以下に乾燥
したものを使用した。それに接着剤としてメラミン・ユ
リア樹脂混合物を12%(固形分として)添加した。以
上のように処理したストランドFをネット上に不規則に
層状に載置したうえ、別のネットを載置して、層状のス
トランドを2枚のネットで挟んだ。In producing the corrugated molded material, the thickness obtained by cutting radiata pine as a plant piece is 0.2 to 0.2 mm.
Strands (thin wood pieces) each having a thickness of 0.4 mm, a width of 10 to 50 mm, and a length of 20 to 150 mm were dried with a dryer to a moisture content of 3% or less. To it was added 12% (as solids) of a melamine-urea resin mixture as an adhesive. The strand F treated as described above was placed on a net in an irregular layered manner, and another net was placed thereon, and the layered strand was sandwiched between two nets.
【0029】このネットで挟んだストランドFを、図2
に示すように、径2mmの蒸気噴射口を30mm間隔で全面
にあけた波形の凹凸成形面を有する金型M,M間に挟
み、圧力25kg/m2で圧縮すると同時に温度160℃の
スチームを上下交互に5秒ずつ2回噴射し、4分間固定
した。離型すると、本発明に使用可能であり、強固で耐
久性に優れた、板厚さ12mm、波高45mm、波長150
mmの波状成形材10が得られた。The strand F sandwiched between the nets is shown in FIG.
As shown in the figure, a steam injection port having a diameter of 2 mm is sandwiched between molds M having a corrugated uneven surface formed at intervals of 30 mm, and compressed at a pressure of 25 kg / m 2 and steam at a temperature of 160 ° C. Injected twice for 5 seconds alternately up and down, and fixed for 4 minutes. When released from the mold, it can be used in the present invention, and has a strong and excellent durability, a plate thickness of 12 mm, a wave height of 45 mm, and a wavelength of 150.
As a result, a wavy molded material 10 of mm was obtained.
【0030】この波状成形材10を、910mm間隔で平
行に配列された45mm間柱の(図示省略)上に立設し、
その表裏の波頭11および波底12にそれぞれ合板4,
4の一面を当接させ、自動釘打機を使用して、21mmの
釘を打込み、結合すれば、本発明の実施形態例に係る波
状成形材組込壁構造が形成される。The corrugated material 10 is erected on 45 mm studs (not shown) arranged in parallel at 910 mm intervals.
Plywood 4, on the front and back of the crest 11 and the bottom 12, respectively
4 is brought into contact with one another, and an automatic nailing machine is used to drive and join a 21-mm nail to form a corrugated molded material built-in wall structure according to an embodiment of the present invention.
【0031】さらに本発明の他の実施の形態例について
簡単に説明すると、波状成形材10が、例えば図3に示
すように、波状成形材10の両端に間柱1b,1bが配
置されたもの、図4に示すように、1つの壁構造の中に
波状成形材10,10が壁の厚さ方向に並設されたも
の、1つの壁構造の中に、波頭線が水平の波状成形材と
鉛直の波状成形材とが間柱・縦枠を隔てて混在するたも
の(図示省略)等、目的に応じた多様な構成が可能であ
る。Further, another embodiment of the present invention will be briefly described. The corrugated material 10 has, for example, as shown in FIG. 3, studs 1b, 1b arranged at both ends of the corrugated material 10. As shown in FIG. 4, the corrugated members 10, 10 are arranged side by side in the thickness direction of the wall in one wall structure. Various configurations according to the purpose are possible, such as a vertical corrugated material mixed with a stud / vertical frame (not shown).
【0032】[0032]
【発明の効果】請求項1によれば、2枚の合板の間に、
間柱・縦枠の代わりに、一体の波状成形材が組込まれた
ものであるため、施工が簡単であり、格別の経験者を必
要とせず、工事費が低減される。また、年月の経過によ
っても変形し難い合板・波状成形材により構成されてい
るため、収縮・変形に伴う隙間・狂いが生じ難い。しか
も2枚の合板と波状成形材の波頭となる最高点と、波底
となる最低点とが結合されているため、特に波状成形材
の波長として、従来の間柱・縦枠の配列間隔よりも十分
に小さい波長(例えば150mm)を有するものが適用さ
れれば、ころび止めや筋交いがなくても、剛性は勿論耐
力も、従来のものに比較して著しく高くなる。According to the first aspect, between two plywoods,
Since the integrated corrugated material is incorporated in place of the studs / vertical frames, the construction is simple, no special experience is required, and the construction cost is reduced. Further, since it is made of a plywood or a corrugated material that is hardly deformed even with the passage of time, gaps and irregularities due to shrinkage and deformation are unlikely to occur. In addition, since the highest point, which is the crest, of the two plywoods and the corrugated material and the lowest point, which is the corrugated bottom, are combined, the wavelength of the corrugated material is particularly larger than the conventional spacing between the studs and vertical frames. If a material having a sufficiently small wavelength (for example, 150 mm) is applied, the stiffness as well as the proof strength will be significantly higher than those of the conventional one, even if there is no anti-rolling or bracing.
【0033】また、壁空間部は、合板と波状成形材とに
よって小さく仕切られ、隙間が少なく、気密性にすぐれ
た複数の小さい空間が形成されるため、気密性・断熱性
が改善され、空調負担が軽減される。反対に、必要に応
じて上記壁の間の小さく仕切られた空間を冷空気や温空
気の通気路として使用するとことも可能である。さらに
その小さく仕切られた空間が配線・配管の挿通・固定に
有効利用可能である。例えば壁空間部内のヘアピン状に
蛇行した空調配管も、その直線部が前記各空間に波頭線
に平行に挿通されると共に、ベンド部が横断する比較的
薄い板状部分のみの切り欠きか、孔穿けによって、容易
に敷設可能である。しかも、合板に当接し、それを支持
する波頭線の間隔が小さいため、波頭線からはみ出る端
部分が短くなり、短尺材も使用可能となり、合板等のロ
スが低減される。In addition, the wall space is partitioned into small pieces by plywood and a corrugated material, and a plurality of small spaces having small gaps and excellent airtightness are formed. The burden is reduced. Conversely, if desired, a small partitioned space between the walls can be used as a ventilation path for cold or hot air. Further, the small partitioned space can be effectively used for inserting and fixing wiring and piping. For example, the air-conditioning piping meandering in the shape of a hairpin in the wall space also has a straight portion inserted in each of the spaces in parallel with the wave front line, and a cutout or a hole in only a relatively thin plate-like portion that the bend portion traverses. It can be easily laid by drilling. In addition, since the interval between the wave front lines that abuts on and supports the plywood is small, the end protruding from the wave front line is shortened, and a short material can be used, thereby reducing the loss of the plywood and the like.
【0034】請求項2の発明によれば、請求項1の発明
の作用効果に加えて、植物片として、供給も品質も安定
した粉末状、繊維状、チップ状の木材が使用されるた
め、安価で良質の波状成形材組込式壁構造が提供され
る。According to the second aspect of the present invention, in addition to the effects of the first aspect of the present invention, powdery, fibrous, or chipped wood, which is stable in supply and quality, is used as a plant piece. An inexpensive and high quality corrugated material embedded wall structure is provided.
【0035】請求項3の発明によれば、請求項1又は2
の発明の作用効果に加えて、幅・厚さの小さい間柱や縦
枠に比較して、断面2次モーメントが高いため、波状成
形材が鉛直方向に長くなっても、座屈強度が十分高く、
特に鉛直荷重(積載荷重等)に対する剛性・耐力が大き
い。According to the invention of claim 3, according to claim 1 or 2,
In addition to the functions and effects of the invention, the buckling strength is sufficiently high even if the corrugated material becomes longer in the vertical direction because the second moment of area is higher than studs and vertical frames with small width and thickness. ,
In particular, the rigidity and proof strength against vertical loads (such as loading loads) are large.
【図1】本発明の実施の形態例を示す部分斜視図であ
る。FIG. 1 is a partial perspective view showing an embodiment of the present invention.
【図2】本発明の実施の形態例の製造方法を示す断面図
である。FIG. 2 is a cross-sectional view illustrating a manufacturing method according to an embodiment of the present invention.
【図3】本発明の他の実施の形態例を示す部分斜視図で
ある。FIG. 3 is a partial perspective view showing another embodiment of the present invention.
【図4】本発明の3番目の実施の形態例を示す部分斜視
図である。FIG. 4 is a partial perspective view showing a third embodiment of the present invention.
【図5】軸組工法による従来例を示す部分斜視図であ
る。FIG. 5 is a partial perspective view showing a conventional example using a framing method.
【図6】軸組工法による他の従来例を示す部分斜視図で
ある。FIG. 6 is a partial perspective view showing another conventional example using a framing method.
【図7】ツーバイフォー工法による従来例を示す部分斜
視図である。FIG. 7 is a partial perspective view showing a conventional example by a two-by-four construction method.
【図8】パネル工法による従来例を示す部分斜視図であ
る。FIG. 8 is a partial perspective view showing a conventional example using a panel method.
1a 柱 1b 間柱 1c 胴縁 2 石膏ボード 3 クロス 4 合板 5a 縦枠 6 枠体 7 パネル 10 波状成形材 11 最高点(波頭) 12 最低点(波底) F ストランド L 下段 M 金型 Z 波頭線 1a pillar 1b stud 1c body edge 2 gypsum board 3 cross 4 plywood 5a vertical frame 6 frame 7 panel 10 corrugated material 11 highest point (wave front) 12 lowest point (wave bottom) F strand L lower stage M mold Z wave front line
Claims (3)
期で振動し一定の波高を有する、接着剤を介した植物片
の成形によりなる波状成形材の表側の隣接する波の最高
点および波状成形材の裏側の隣接する波の最低点に、前
記鉛直面に平行な合板等の面材をそれぞれ当接し、結合
されるよう、波状成形材を2枚の合板等の面材の間に組
込んだことを特徴とする波状成形材組込式壁構造。1. The highest point of adjacent waves on the front side of a corrugated molded material formed by molding a plant piece via an adhesive, which vibrates in the same direction horizontally on both sides in a horizontal direction with respect to one vertical plane and has a constant wave height. And a face material such as a plywood parallel to the vertical plane is brought into contact with the lowest point of the adjacent wave on the back side of the wave-shaped material, and the wave-shaped material is sandwiched between two face materials such as a plywood. A wall structure incorporating a corrugated molding material, wherein the wall structure is incorporated in a wall.
状、繊維状、チップ状の木材のいずれか1つ又は2つ以
上の混合物よりなるか、又はそれらを含むものであるこ
とを特徴とする請求項1に記載の波状成形材組込式壁構
造。2. The method according to claim 1, wherein the plant pieces constituting the corrugated material are made of, or contain, one or a mixture of two or more of powdery, fibrous and chipped wood. The corrugated molded material built-in type wall structure according to claim 1.
になるよう、波状成形材が配置されていることを特徴と
する請求項1又は2に記載の波状成形材組込式壁構造。3. The wall structure according to claim 1, wherein the corrugated material is arranged so that the direction in which the waves of the corrugated material are connected is substantially horizontal. .
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3970198A JPH11222972A (en) | 1998-02-05 | 1998-02-05 | Corrugated material built-in type wall structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3970198A JPH11222972A (en) | 1998-02-05 | 1998-02-05 | Corrugated material built-in type wall structure |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH11222972A true JPH11222972A (en) | 1999-08-17 |
Family
ID=12560328
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3970198A Pending JPH11222972A (en) | 1998-02-05 | 1998-02-05 | Corrugated material built-in type wall structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH11222972A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2004084274A (en) * | 2002-08-27 | 2004-03-18 | Kajima Corp | Overlapped panel structure |
GB2407588A (en) * | 2003-10-04 | 2005-05-04 | John Cummings | Panel assembly with internal access conduits for cables, wiring, pipes or the like |
JP2017504737A (en) * | 2013-12-11 | 2017-02-09 | シュミッツ, バークハードSCHMITZ, Burkhard | Wall elements |
CN112064823A (en) * | 2020-07-31 | 2020-12-11 | 福州大学 | Steel plate shear wall |
-
1998
- 1998-02-05 JP JP3970198A patent/JPH11222972A/en active Pending
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2004084274A (en) * | 2002-08-27 | 2004-03-18 | Kajima Corp | Overlapped panel structure |
GB2407588A (en) * | 2003-10-04 | 2005-05-04 | John Cummings | Panel assembly with internal access conduits for cables, wiring, pipes or the like |
JP2017504737A (en) * | 2013-12-11 | 2017-02-09 | シュミッツ, バークハードSCHMITZ, Burkhard | Wall elements |
CN112064823A (en) * | 2020-07-31 | 2020-12-11 | 福州大学 | Steel plate shear wall |
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