JPH10152920A - Assembly method of wall and structural beam panel used therefor - Google Patents
Assembly method of wall and structural beam panel used thereforInfo
- Publication number
- JPH10152920A JPH10152920A JP31159096A JP31159096A JPH10152920A JP H10152920 A JPH10152920 A JP H10152920A JP 31159096 A JP31159096 A JP 31159096A JP 31159096 A JP31159096 A JP 31159096A JP H10152920 A JPH10152920 A JP H10152920A
- Authority
- JP
- Japan
- Prior art keywords
- structural
- panel
- wall
- structural beam
- beam 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.)
- Granted
Links
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
Description
【０００１】[0001]
【発明の属する技術分野】この発明は、プレファブ工法
や、枠組壁工法を行う際に好適な壁の組立て方法及びこ
れに使用する構造用梁パネルに関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for assembling a wall suitable for performing a prefabrication method or a framing wall method, and a structural beam panel used for the method.
【０００２】[0002]
【従来の技術】プレファブ工法や枠組壁工法は、発泡断
熱材に構造用面材を接着した壁パネル、屋根パネル等を
使用して構造物を施工する工法であり、パネル自体が地
震力、風圧力などの水平力や、鉛直荷重に対抗する構造
用部材となる。2. Description of the Related Art The prefabrication method and the framing wall method are construction methods for constructing a structure using a wall panel or a roof panel in which a structural surface material is adhered to a foam insulating material. It is a structural member that resists horizontal forces such as pressure and vertical loads.
【０００３】図５は、２階を備えた構造物を示すもので
あり、基礎２上に壁パネル４を立設して下階を形成し、
この壁パネル４の上端部に上階床版６の縁部を固定して
２階の床面を形成し、その上階床版６の縁部に壁パネル
８を立設して上階を形成し、さらに、壁パネル８の上端
部に屋根パネル９を固定した構造としている。FIG. 5 shows a structure having two floors. A wall panel 4 is erected on a foundation 2 to form a lower floor.
The edge of the upper floor slab 6 is fixed to the upper end of the wall panel 4 to form a second floor, and the wall panel 8 is erected on the edge of the upper floor slab 6 to cover the upper floor. The roof panel 9 is fixed to the upper end of the wall panel 8.
【０００４】ここで、壁パネル４、８は、矩形板状の発
泡断熱材を芯材１２とし、その両面に２枚の構造用面材
４ａ、８ａを接着により一体化したパネルであり、予め
工場で生産され、運搬可能な大きさに組み立てた後、車
両により施工現場まで運搬されている。Here, the wall panels 4 and 8 are panels in which a rectangular plate-shaped foam heat insulating material is used as a core material 12 and two structural face materials 4a and 8a are integrated on both surfaces thereof by bonding. It is produced in a factory, assembled into a transportable size, and then transported by vehicle to the construction site.
【０００５】この壁パネル４、８を使用すると、構造物
の鉛直荷重を受ける芯材１２が発泡断熱材なので、断熱
性能や防音性能にも優れた構造壁を形成することができ
る。When the wall panels 4 and 8 are used, the core material 12 which receives the vertical load of the structure is a foam heat insulating material, so that a structural wall having excellent heat insulating performance and soundproofing performance can be formed.
【０００６】[0006]
【発明が解決しようとする課題】ところで、近年、室内
の天井高さを高くした住宅を施工する場合が多いが、プ
レファブ工法や枠組壁工法により住宅を施工すると、天
井高さを高くすることが難しい。By the way, in recent years, in many cases, houses with an increased ceiling height are often constructed. However, when houses are constructed by a prefabrication method or a framed wall method, the ceiling height may be increased. difficult.
【０００７】すなわち、プレファブ工法や枠組壁工法に
より天井高さを高くするには、壁パネル４、８の高さ寸
法（図５で示す壁パネル４のＨ1 の寸法）を長くすれば
よいが、工場から施工現場まで壁パネル４、８を運搬す
る車両は、道路交通法により車両の積み荷寸法に制約が
あるので、壁パネル４、８の高さ寸法を長くすることが
難しい。[0007] That is, in order to increase the ceiling height by Prefabricated construction method or wood frame construction is may be longer height dimension of the wall panel 4, 8 (dimension of an H 1 of the wall panel 4 shown in FIG. 5) In a vehicle that transports the wall panels 4 and 8 from a factory to a construction site, it is difficult to increase the height of the wall panels 4 and 8 because the load size of the vehicles is restricted by the Road Traffic Law.
【０００８】そのため、図５で示した構造物では、高さ
寸法Ｈ1 が短い壁パネル４の上端部に上階床版６の縁部
を固定しているので、下階の天井高さは低い寸法ｈ1 に
ならざるを得ない。[0008] Therefore, in the structure shown in FIG. 5, since the height H 1 and the edge of the upper floor slab 6 is fixed to the upper end of the short wall panel 4, the ceiling height of the lower floor inevitably to the low dimension h 1.
【０００９】そこで、高さ寸法Ｈ1 を長い寸法として生
産した壁パネル４、８を、特殊な運搬車を使用して建築
現場まで搬送することが考えられるが、そうすると、材
料運搬費の増大により施工コストが高くなるおそれがあ
る。[0009] Thus, the wall panel 4 and 8 produced a height dimension H 1 as long dimension, it is conceivable to transport using a special truck to the building site, Then, due to the increase of material handling costs The construction cost may increase.
【００１０】そこで、この発明は上記事情に鑑みてなさ
れたものであり、施工コストを抑えて構造物内の天井高
さを高くすることができ、しかも構造用部材として充分
に機能するとともに、断熱及び防音効果も高めることが
可能な壁の組立て方法及びこれに使用する構造用梁パネ
ルを提供することを目的としている。Therefore, the present invention has been made in view of the above circumstances, and it is possible to increase the ceiling height in a structure while suppressing construction costs, and to sufficiently function as a structural member, and to provide heat insulation. It is another object of the present invention to provide a method of assembling a wall capable of enhancing a soundproofing effect and a structural beam panel used for the method.
【００１１】[0011]
【課題を解決するための手段】上記課題を解決するため
に、請求項１記載の壁の組立て方法は、下階に構造用壁
パネルを立設し、この構造用壁パネルの上部に所定の高
さ寸法に設定した構造用梁パネルを立設し、当該構造用
梁パネルの下端部を前記構造用壁パネルの上端部に接続
するとともに、前記構造用梁パネルの上端部に上階用床
部材の縁部を接続し、この上階用床部材の縁部上に、上
階を形成する他の構造用壁パネルの下端部を接続する方
法である。According to a first aspect of the present invention, there is provided a method of assembling a wall, comprising: erecting a structural wall panel on a lower floor; An erecting structural beam panel set to a height dimension is connected, a lower end of the structural beam panel is connected to an upper end of the structural wall panel, and an upper floor is provided at an upper end of the structural beam panel. In this method, the edges of the members are connected, and the lower end of another structural wall panel forming the upper floor is connected to the edge of the upper floor member.
【００１２】また、請求項２記載の発明は、請求項１に
記載した壁の組立て方法に使用する構造用梁パネルであ
って、矩形板状の発泡断熱材と、この発泡断熱材の外周
端面を囲む矩形枠体と、この矩形枠体及び前記発泡断熱
材の両側面に一体化された２枚の構造用面材とで構成し
た。According to a second aspect of the present invention, there is provided a structural beam panel for use in the method of assembling a wall according to the first aspect, comprising a rectangular plate-shaped foamed heat insulating material and an outer peripheral end face of the foamed heat insulating material. And two structural face materials integrated on both sides of the rectangular frame and the foamed heat insulating material.
【００１３】また、請求項３記載の発明は、請求項２記
載の構造用梁パネルにおいて、外周端面に、前記構造用
壁パネルや他の構造用部材に嵌まり込む凹状又は凸状の
接続部を形成した。According to a third aspect of the present invention, in the structural beam panel according to the second aspect, a concave or convex connecting portion fitted to the structural wall panel or another structural member is provided on an outer peripheral end surface. Was formed.
【００１４】さらに、請求項４記載の発明は、請求項３
記載の構造用梁パネルにおいて、前記矩形枠体を、長辺
の寸法を短辺の寸法の略２倍の長さに設定し、前記長辺
の寸法を前記発泡断熱材の厚さと同一寸法とした横断面
矩形状の角材により形成し、前記角材を短辺方向に２部
材重ねて前記２枚の構造用面材から外側に突出させるこ
とにより前記凸状の接続部を形成するとともに、長辺方
向を前記２枚の構造用面材に直交させた前記角材を、前
記２枚の構造用面材内に位置させることにより前記凹状
の接続部を形成した。Further, the invention according to claim 4 is the same as the invention according to claim 3.
In the structural beam panel described in the above, the rectangular frame has a long side dimension set to be approximately twice as long as a short side dimension, and the long side dimension is set to the same dimension as the thickness of the foam insulation. And forming the convex connection portion by overlapping two members in the short side direction and projecting outward from the two structural face materials, and forming the long side. The concave connection part was formed by locating the square member whose direction was orthogonal to the two structural surface members in the two structural surface members.
【００１５】[0015]
【発明の実施の形態】以下、本発明の一実施形態につい
て、図面に基づいて説明する。図１から図３は、本発明
に係る構造用梁パネル１０を示すものである。DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the present invention will be described below with reference to the drawings. 1 to 3 show a structural beam panel 10 according to the present invention.
【００１６】この構造用梁パネル１０は、所定厚さＴと
した矩形板状の発泡断熱材１２と、この発泡断熱材１２
の外周面を囲む矩形枠体１４と、この矩形枠体１４及び
発泡断熱材１２の両側面に接着により一体化された２枚
の構造用面材１６を構成部材としている。また、矩形枠
体１４及び２枚の構造用面材１６どうしは、釘１７によ
って固定されている。The structural beam panel 10 includes a rectangular plate-shaped foamed heat insulating material 12 having a predetermined thickness T, and a foamed heat insulating material 12.
And a rectangular frame body 14 surrounding the outer peripheral surface of the first and second structural face members 16 integrated with both sides of the rectangular frame body 14 and the foamed heat insulating material 12 by bonding. The rectangular frame 14 and the two structural face materials 16 are fixed by nails 17.
【００１７】前記矩形枠体１４は、発泡断熱材１２の上
端面に接着した上弦枠材１４ａと、発泡断熱材１２の下
端面に接着した下弦枠材１４ｂと、発泡断熱材１２の両
側端面に接着して上弦及び下弦枠材１４ａ、１４ｂと連
結する一対の側枠材１４ｃとで構成されている。The rectangular frame member 14 includes an upper chord frame member 14a adhered to the upper end surface of the foamed heat insulating material 12, a lower chord frame member 14b adhered to the lower end surface of the foamed heat insulating material 12, and two side end surfaces of the foamed heat insulating material 12. It is composed of a pair of side frame members 14c which are bonded and connected to the upper and lower chord frame members 14a, 14b.
【００１８】上弦枠材１４ａは、図２に示すように、長
辺の寸法Ｌを短辺の寸法Ｓの略２倍に設定した横断面矩
形状の角材Ｗであり、この角材Ｗの長辺の寸法Ｌは、発
泡断熱材１２の厚さＴと同一に設定している。そして、
この上弦材１４ａは、長辺を構造用面材１６に直交させ
て発泡断熱材１２の上面に接着している。As shown in FIG. 2, the upper chord frame member 14a is a rectangular bar W having a rectangular cross section in which the dimension L of the long side is set to approximately twice the dimension S of the short side. Is set to be the same as the thickness T of the foamed heat insulating material 12. And
The upper chord material 14 a is adhered to the upper surface of the foam heat insulating material 12 with its long side perpendicular to the structural face material 16.
【００１９】また、下弦枠材１４ｂは、前述した角材Ｗ
と同一寸法の角材Ｗを、調整部材１８を間に挟んで短辺
方向に２部材重ねて構成されており、それら２部材の角
材Ｗの短辺を構造用面材１６に直交させて発泡断熱材１
２の下面に接着している。The lower chord frame member 14b is made of the above-described square bar W
A rectangular bar W having the same size as that of the structural member 16 is overlapped in the short side direction with the adjusting member 18 interposed therebetween. Lumber 1
2 is adhered to the lower surface.
【００２０】さらに、一対の側枠材１４ｃも、上述した
上弦及び下弦枠材１４ａ、１４ｂで使用したものと同一
寸法の角材Ｗを使用しており、上弦枠材１４ａ、下弦枠
材１４ｂ及び２枚の構造用面材１６の内面に当接しなが
ら発泡断熱材１２の側端面に接着している。Further, the pair of side frame members 14c also use square members W having the same dimensions as those used in the above-described upper chord and lower chord frame members 14a and 14b, and include the upper chord frame member 14a, the lower chord frame members 14b and 2b. It is adhered to the side end surface of the foamed heat insulating material 12 while being in contact with the inner surface of the structural face material 16.
【００２１】ここで、前記下弦枠材１４ａは、２枚の構
造用面材１６の下端面よりさらに下方に突出した状態で
固定されており、この下方を向く下弦枠材１４ｂの凸形
状部分が、下側から接続する壁パネル４との凸状接続部
２０とされている。The lower chord frame member 14a is fixed so as to protrude further below the lower end surfaces of the two structural face members 16, and the lower chord frame member 14b facing downward has a convex shape. , And a convex connecting portion 20 with the wall panel 4 connected from below.
【００２２】また、一対の側枠材１４ｃは、２枚の構造
用面材１６の端部より内側に陥没した状態で固定されて
おり、この凹形状部分が側部から接続する他の構造用梁
パネル等との凹状接続部２２とされている。Further, the pair of side frame members 14c are fixed in a state of being depressed inward from the ends of the two structural face members 16, and this concave portion is connected to another structural member connected from the side. It is a concave connection part 22 with a beam panel or the like.
【００２３】次に、上記構成の構造用梁パネル１０を使
用した壁の組立て方法について、図４を参照して説明す
る。なお、以下に説明する壁パネル４、８及び構造用梁
パネル１０の構成部材である発泡断熱材１２、２枚の構
造用面材４ａ、８ａ、１６の厚さは、全て同一寸法に設
定されているものとする。Next, a method of assembling a wall using the structural beam panel 10 having the above structure will be described with reference to FIG. The thicknesses of the foam heat insulating material 12, which is a constituent member of the wall panels 4, 8 and the structural beam panel 10 described below, and the two structural face materials 4a, 8a, 16 are all set to the same dimensions. It is assumed that
【００２４】図４によると、先ず、基礎２上に、高さ寸
法をＨ1 とした壁パネル４を立設する。ここで、壁パネ
ル４は、発泡断熱材１２を芯材とし、その発泡断熱材１
２の両面に２枚の構造用面材４ａを接着により一体化し
た構造用パネルである。そして、この壁パネル４の上端
部は、２枚の構造用面材４ａの上端面より発泡断熱材１
２の上端面が内部に位置して凹状接続部４ｄが形成され
ている。Referring to FIG. 4, first, a wall panel 4 having a height H 1 is erected on a foundation 2. Here, the wall panel 4 uses the foamed heat insulating material 12 as a core material,
2 is a structural panel in which two structural face members 4a are integrated on both surfaces by bonding. Then, the upper end of the wall panel 4 is formed from the upper end surfaces of the two structural face materials 4a.
2 has an upper end surface located inside to form a concave connection portion 4d.
【００２５】次に、この壁パネル４の上部に、構造用梁
パネル１０の下弦枠材１４ｂ側を接続する。その際、構
造用梁パネル１０の下端部に形成した凸状接続部２０
を、壁パネル４の凹状接続部４ｄ内に差し込む。そし
て、図示しないが、凸状接続部２０及び凹状接続部４ｄ
どうしを釘止めする。Next, the lower chord frame member 14b of the structural beam panel 10 is connected to the upper part of the wall panel 4. At this time, the convex connecting portion 20 formed at the lower end of the structural beam panel 10 is used.
Is inserted into the concave connection portion 4 d of the wall panel 4. Although not shown, the convex connecting portion 20 and the concave connecting portion 4d
Nail each other.
【００２６】次に、構造用梁パネル１０の上弦枠材１４
ａ上に上階床版（上階用床部材）６の縁部を載置し釘止
めする。そして、上階床版６の縁部に壁パネルを立設し
て上階を形成する。なお、この壁パネル８も、前述した
下階の壁パネル４と同一構造である。そして、壁パネル
８の上端部に屋根パネル９を固定する。Next, the upper chord frame member 14 of the structural beam panel 10
The edge of the upper floor slab (floor member for upper floor) 6 is placed on top of a and nailed. Then, a wall panel is erected on the edge of the upper floor slab 6 to form an upper floor. The wall panel 8 also has the same structure as the above-described lower floor wall panel 4. Then, the roof panel 9 is fixed to the upper end of the wall panel 8.
【００２７】また、図４の符号２４は、上階床版６の下
面側に梁部材２３を介して連結した天井板である。ここ
で、本実施形態では、長尺な梁部材２３を使用して天井
板２４の縁部を構造用梁パネル１０の下弦枠材１４ｂに
当接している。これにより、構造用梁パネル１０の座屈
を、梁部材２３、上階床版６、天井板２４が抑制する。Reference numeral 24 in FIG. 4 denotes a ceiling plate connected to the lower surface of the upper floor slab 6 via a beam member 23. Here, in the present embodiment, the edge of the ceiling plate 24 is in contact with the lower chord frame member 14 b of the structural beam panel 10 using the long beam member 23. Thereby, the buckling of the structural beam panel 10 is suppressed by the beam member 23, the upper floor slab 6, and the ceiling plate 24.
【００２８】上述した壁の組立て方法によると、下階を
形成する壁パネル４の上端部に構造用梁パネル１０を接
続しているので、下階の壁高さは、壁パネル４の高さ寸
法Ｈ 1 に構造用梁パネル１０の高さ寸法Ｈ2 を加えた寸
法となる。そして、その構造用梁パネル１０の上端部に
上階床版６の縁部を配置しているので、下階の床から天
井板２４までの下階の天井高さｈ2 は、充分に高い寸法
となる。すなわち、図５に示した従来構造の天井高さｈ
1 より高い天井高さｈ2 となる。According to the above-described wall assembling method, the lower floor is
The structural beam panel 10 is connected to the upper end of the wall panel 4 to be formed.
As the height of the lower floor is the same as the height of the wall panel 4
Law H 1The height H of the structural beam panel 10TwoPlus dimensions
Be the law. And, at the upper end of the structural beam panel 10
Since the edge of the upper floor slab 6 is located,
Ceiling height h on the lower floor up to Iita 24TwoIs a sufficiently high dimension
Becomes That is, the ceiling height h of the conventional structure shown in FIG.
1Higher ceiling height hTwoBecomes
【００２９】これにより、壁パネル４の高さ寸法Ｈ1 を
長く設定しなくても、構造用梁パネル１０を壁パネル４
の上部に接続するだけで室内の天井高さを高くすること
ができるので、近年の住宅施工の要望に答えることがで
きる。また、壁パネル４、８の間に配置した構造用梁パ
ネル１０を化粧梁とすると、美的外観を向上させて意匠
的に優れた壁とすることができる。Thus, the structural beam panel 10 can be mounted on the wall panel 4 without setting the height H 1 of the wall panel 4 long.
The ceiling height of the room can be increased simply by connecting to the upper part of the building, so that it is possible to respond to recent demands for house construction. Further, when the structural beam panel 10 disposed between the wall panels 4 and 8 is a decorative beam, the aesthetic appearance can be improved and the wall can be made to be excellent in design.
【００３０】また、使用する壁パネル４、８は、通常の
車両が運搬できる高さ寸法Ｈ1 に設定されており、ま
た、構造用梁パネル１０も高さ寸法Ｈ2 が短い部材なの
で、特殊な運搬車を使用せずに建築現場まで搬送するこ
とができる。そのため、材料運搬費が増大しないので、
施工コストの低減化を図ることができる。Further, the wall panels 4 and 8 to be used is usually in the vehicle is set to the height dimension H 1 capable transportation, also, since the structural beam panel 10 is height H 2 short members, special It can be transported to the building site without using a transportable vehicle. Therefore, material transportation costs do not increase,
The construction cost can be reduced.
【００３１】また、構造用梁パネル１０は、発泡断熱材
１２の外周を囲むように矩形枠体１４を配設し、この矩
形枠体１４及び発泡断熱材１２の両側面に２枚の構造面
材１６を一体化した構造となので、地震力、風圧力など
の水平力や鉛直荷重に充分対抗することが可能な構造用
部材とすることができる。In the structural beam panel 10, a rectangular frame 14 is provided so as to surround the outer periphery of the foamed heat insulating material 12, and two structural surfaces are provided on both sides of the rectangular frame 14 and the foamed heat insulating material 12. Since the material 16 is integrated, a structural member capable of sufficiently resisting horizontal force such as seismic force and wind pressure and vertical load can be obtained.
【００３２】そして、発泡断熱材１２は断熱性や防音性
に優れているので、梁部周囲への断熱材や防音材の張り
つけ等の特別な作業が不要となり、施工コストを削減し
ながら断熱性能や防音性能に優れた壁構造を得ることが
できる。Since the foamed heat insulating material 12 is excellent in heat insulating property and soundproofing property, no special work such as attaching a heat insulating material or a soundproofing material around the beam part is unnecessary, and the heat insulating performance is reduced while reducing the construction cost. And a wall structure excellent in soundproofing performance can be obtained.
【００３３】また、構造用梁パネル１０の下端部には凸
状接続部２０が形成され、側部には凹状接続部２２が形
成されているので、壁パネル４や他の構造用梁パネル１
９との接続作業を容易に行うことができる。Further, since the convex connecting portion 20 is formed at the lower end of the structural beam panel 10 and the concave connecting portion 22 is formed at the side portion, the wall panel 4 and other structural beam panels 1 are formed.
9 can be easily connected.
【００３４】さらに、構造用梁パネル１０の矩形枠体１
４は、長辺の寸法Ｌを短辺の寸法Ｓの略２倍に設定した
横断面矩形状の角材Ｗを使用し、この角材Ｗの長辺及び
短辺の向きを変えたり、或いは角材Ｗを二重に重ね合わ
せた状態で枠組みして形成している。また、構造用梁パ
ネル１０の下端部に形成した凸状接続部２０も、二重に
重ねた角材Ｗを２枚の構造用面材１６よりさらに外側に
突出させて形成している。このように、構造用梁パネル
１０を形成する際に、同一規格品（角材）を使用するこ
とによって部品点数を減少することができるので、構造
用梁パネル１０の単価を低減することができる。Further, the rectangular frame 1 of the structural beam panel 10
4 uses a rectangular bar W having a rectangular cross section in which the length L of the long side is set to approximately twice the dimension S of the short side, and changes the direction of the long side and the short side of the bar W Are framed in a state of being superimposed twice. In addition, the convex connection portion 20 formed at the lower end portion of the structural beam panel 10 is also formed by projecting the double laminated square bar W further outward than the two structural face members 16. As described above, when the structural beam panel 10 is formed, the number of components can be reduced by using the same standard product (square material), so that the unit price of the structural beam panel 10 can be reduced.
【００３５】なお、本発明に係る構造用梁パネルは、図
１から図３に示した構造用梁パネル１０の構造に限るも
のではなく、幅寸法や高さ寸法が前述した図と異なって
も同様の作用効果を得ることができる。また、図１から
図３の構造用梁パネル１０のでは、下端部に凸状接続部
２０を形成し、側端面に凹状接続部２２を形成している
が、この形成位置に限定されるものではない。It should be noted that the structural beam panel according to the present invention is not limited to the structure of the structural beam panel 10 shown in FIGS. Similar functions and effects can be obtained. In addition, in the structural beam panel 10 of FIGS. 1 to 3, the convex connection portion 20 is formed at the lower end portion and the concave connection portion 22 is formed at the side end surface, but it is limited to this formation position. is not.
【００３６】[0036]
【発明の効果】以上説明したように、本発明の請求項１
記載の壁の組立て方法によると、下階を形成する構造用
壁パネルの上端部に構造用梁パネルを接続しているの
で、下階の壁高さは、構造用壁パネルの高さ寸法に構造
用梁パネルの高さ寸法を加えた寸法となる。そして、そ
の構造用梁パネルの上端部に上階用床部材の縁部を配置
しているので、下階の床から天井までの高さは充分に高
い寸法となる。これにより、構造用壁パネルの高さ寸法
を長く設定しなくても、構造用梁パネルを構造用壁パネ
ルの上部に接続するだけで室内の天井高さを高くするこ
とができるので、近年の住宅施工の要望に答えることが
できる。As described above, according to the first aspect of the present invention,
According to the described wall assembling method, since the structural beam panel is connected to the upper end of the structural wall panel forming the lower floor, the wall height of the lower floor is equal to the height dimension of the structural wall panel. It is a dimension that adds the height dimension of the structural beam panel. Since the edge of the floor member for the upper floor is arranged at the upper end of the structural beam panel, the height from the floor to the ceiling on the lower floor is sufficiently high. As a result, the ceiling height in the room can be increased simply by connecting the structural beam panel to the upper part of the structural wall panel without setting the height of the structural wall panel to be long. We can answer the request of house construction.
【００３７】また、使用する構造用壁パネルは、通常の
車両が運搬できる高さ寸法であり、また、構造用梁パネ
ルも高さ寸法が短い部材なので、特殊な運搬車を使用せ
ずに建築現場まで搬送することができる。そのため、材
料運搬費が増大しないので、施工コストの低減化を図る
ことができる。Further, the structural wall panel used has a height dimension that can be transported by a normal vehicle, and the structural beam panel has a short height dimension. It can be transported to the site. For this reason, material transportation costs do not increase, so that construction costs can be reduced.
【００３８】さらに、下階の構造用壁パネルと上階の構
造用壁パネルの間に配置した構造用梁パネルを化粧梁と
すると、美的外観を向上させて意匠的に優れた壁とする
ことができる。Further, when the structural beam panel disposed between the structural wall panel on the lower floor and the structural wall panel on the upper floor is a decorative beam, the aesthetic appearance is improved and the wall is excellent in design. Can be.
【００３９】また、請求項２記載の構造用梁パネルによ
ると、この構造用梁パネルは、発泡断熱材の外周を囲む
ように矩形枠体を配設し、この矩形枠体及び発泡断熱材
の両側面に２枚の構造面材を一体化した構造となので、
地震力、風圧力などの水平力や鉛直荷重に充分対抗する
ことが可能な構造用部材となる。According to the structural beam panel of the present invention, the structural beam panel is provided with a rectangular frame so as to surround the outer periphery of the foamed heat insulating material. Because it is a structure where two structural surface materials are integrated on both sides,
It is a structural member that can sufficiently resist horizontal force such as seismic force and wind pressure and vertical load.
【００４０】そして、発泡断熱材は断熱性や防音性に優
れているので、梁部周囲への断熱材や防音材の張りつけ
等の特別な作業が不要となる。そして、構造用壁パネル
にも発泡断熱材を使用すると、施工コストを削減しなが
ら断熱性能や防音性能に優れた壁構造を得ることができ
る。Since the foamed heat insulating material is excellent in heat insulating property and soundproofing property, no special work such as attaching the heat insulating material or the soundproofing material around the beam portion is required. When the foamed heat insulating material is also used for the structural wall panel, it is possible to obtain a wall structure excellent in heat insulating performance and soundproofing performance while reducing construction costs.
【００４１】また、請求項３記載の構造用梁パネルによ
ると、請求項２記載の効果を得ることができるととも
に、外周端面に凹状又は凸状接続部を形成し、この接続
部が構造用壁パネルや他の構造用部材に嵌まり込むの
で、接続作業を容易に行うことができる。According to the structural beam panel of the third aspect, the effect of the second aspect can be obtained, and a concave or convex connecting portion is formed on the outer peripheral end surface, and this connecting portion is formed by the structural wall. The connection work can be easily performed because it is fitted into the panel or other structural member.
【００４２】さらに、請求項４記載の構造用梁パネルに
よると、請求項３記載の効果を得ることができるととも
に、構造用梁パネルを形成するときには、矩形枠体の材
料として長辺及び短辺の長さを予め規格化した角材を使
用しており、同一規格の角材を使用することによって部
品点数を減少することができる。したがって、構造用梁
パネルの単価を低減することができる。また、構造用梁
パネルの外周端面に形成する凹状又は凸状接続部も、角
材の長辺及び短辺の向きを変えたり、或いは角材を二重
に重ね合わせた状態で枠組みし、２枚の構造用面材から
突出させるか内側に位置させるだけで簡単に形成するこ
とができる。Further, according to the structural beam panel of the fourth aspect, the effect of the third aspect can be obtained, and when forming the structural beam panel, the long side and the short side are used as the material of the rectangular frame. The length of the bar is standardized in advance, and the number of components can be reduced by using the bar of the same standard. Therefore, the unit price of the structural beam panel can be reduced. In addition, the concave or convex connecting portion formed on the outer peripheral end surface of the structural beam panel is also formed by changing the directions of the long side and the short side of the square bar, or forming a frame in a state where the square bar is double overlapped, and It can be easily formed simply by projecting it from the structural face material or positioning it inside.
【図１】本発明に係る構造用梁パネルを示す正面図であ
る。FIG. 1 is a front view showing a structural beam panel according to the present invention.
【図２】図１のII−II線矢視図である。FIG. 2 is a view taken along the line II-II in FIG.
【図３】図１のIII −III 線矢視図である。FIG. 3 is a view taken along line III-III in FIG. 1;
【図４】本発明に係る壁の組立て方法を示す断面図であ
る。FIG. 4 is a sectional view illustrating a method of assembling a wall according to the present invention.
【図５】従来の壁の組立て方法を示す断面図である。FIG. 5 is a cross-sectional view showing a conventional wall assembling method.
４、８ 構造用壁パネル ６ 上階床版（上階用床部材） １０ 構造用梁パネル １２ 発泡断熱材 １４ 矩形枠体 １４ａ 上弦枠材 １４ｂ 下弦枠材 １４ｃ 側枠材 １６ 構造用面材 ２０ 凸状接続部 ２２ 凹状接続部 ２４ 天井板 Ｌ 角材の長辺の寸法 Ｓ 角材の短辺の寸法 Ｗ 角材 4, 8 Structural wall panel 6 Upper floor slab (upper floor member) 10 Structural beam panel 12 Foam insulation 14 Rectangular frame 14a Upper chord frame material 14b Lower chord frame material 14c Side frame material 16 Structural face material 20 Convex connection part 22 Concave connection part 24 Ceiling board L Long side dimension of square piece S Dimension of short side of square piece W Square piece
Claims (4)
造用壁パネルの上部に所定の高さ寸法に設定した構造用
梁パネルを立設し、当該構造用梁パネルの下端部を前記
構造用壁パネルの上端部に接続するとともに、前記構造
用梁パネルの上端部に上階用床部材の縁部を接続し、こ
の上階用床部材の縁部上に、上階を形成する他の構造用
壁パネルの下端部を接続したことを特徴とする壁の組立
て方法。1. A structural wall panel is erected on a lower floor, and a structural beam panel set to a predetermined height is erected on an upper portion of the structural wall panel, and a lower end portion of the structural beam panel is provided. Is connected to the upper end of the structural wall panel, the upper edge of the upper floor member is connected to the upper end of the structural beam panel, and the upper floor is connected to the upper edge of the upper floor member. A method for assembling a wall, comprising connecting lower ends of other structural wall panels to be formed.
用する構造用梁パネルであって、 矩形板状の発泡断熱材と、この発泡断熱材の外周端面を
囲む矩形枠体と、この矩形枠体及び前記発泡断熱材の両
側面に一体化された２枚の構造用面材とで構成したこと
を特徴とする構造用梁パネル。2. A structural beam panel used in the method for assembling a wall according to claim 1, comprising: a rectangular plate-shaped foamed heat insulating material; a rectangular frame surrounding an outer peripheral end face of the foamed heat insulating material; A structural beam panel comprising a rectangular frame and two structural surface materials integrated on both side surfaces of the foamed heat insulating material.
構造用部材に嵌まり込む凹状又は凸状接続部を形成した
ことを特徴とする請求項２記載の構造用梁パネル。3. The structural beam panel according to claim 2, wherein a concave or convex connection portion that fits into the structural wall panel or another structural member is formed on an outer peripheral end surface.
法の略２倍の長さに設定し、前記長辺の寸法を前記発泡
断熱材の厚さと同一寸法とした横断面矩形状の角材によ
り形成し、前記角材を短辺方向に２部材重ねて前記２枚
の構造用面材から外側に突出させることにより前記凸状
接続部を形成するとともに、長辺方向を前記２枚の構造
用面材に直交させた前記角材を、前記２枚の構造用面材
内に位置させることにより前記凹状接続部を形成したこ
とを特徴とする請求項３記載の構造用梁パネル。4. A cross section of the rectangular frame, wherein the length of the long side is set to approximately twice the length of the short side, and the length of the long side is the same as the thickness of the foam insulation. The convex connecting portion is formed by superposing two members in a short side direction and projecting outward from the two structural face members, and forming the convex connecting portion. The structural beam panel according to claim 3, wherein the concave connection portion is formed by locating the square member orthogonal to the two structural surface members in the two structural surface members.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31159096A JP3705878B2 (en) | 1996-11-22 | 1996-11-22 | Wall assembling method and structural beam panel used therefor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31159096A JP3705878B2 (en) | 1996-11-22 | 1996-11-22 | Wall assembling method and structural beam panel used therefor |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH10152920A true JPH10152920A (en) | 1998-06-09 |
| JP3705878B2 JP3705878B2 (en) | 2005-10-12 |
Family
ID=18019080
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP31159096A Expired - Fee Related JP3705878B2 (en) | 1996-11-22 | 1996-11-22 | Wall assembling method and structural beam panel used therefor |
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| Country | Link |
|---|---|
| JP (1) | JP3705878B2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009522476A (en) * | 2006-01-04 | 2009-06-11 | エーサーメトリック リミテッド | Architectural panel |
| JP2010248721A (en) * | 2009-04-13 | 2010-11-04 | Keriage Kensetsu Kk | Floor structure of house and construction method for house |
-
1996
- 1996-11-22 JP JP31159096A patent/JP3705878B2/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009522476A (en) * | 2006-01-04 | 2009-06-11 | エーサーメトリック リミテッド | Architectural panel |
| JP2010248721A (en) * | 2009-04-13 | 2010-11-04 | Keriage Kensetsu Kk | Floor structure of house and construction method for house |
Also Published As
| Publication number | Publication date |
|---|---|
| JP3705878B2 (en) | 2005-10-12 |
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