JPH05195575A - Panel and framework precut panel built-in construction method - Google Patents

Panel and framework precut panel built-in construction method

Info

Publication number
JPH05195575A
JPH05195575A JP782692A JP782692A JPH05195575A JP H05195575 A JPH05195575 A JP H05195575A JP 782692 A JP782692 A JP 782692A JP 782692 A JP782692 A JP 782692A JP H05195575 A JPH05195575 A JP H05195575A
Authority
JP
Japan
Prior art keywords
panel
frame
construction method
floor
building
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
Application number
JP782692A
Other languages
Japanese (ja)
Other versions
JP2552051B2 (en
Inventor
Kenji Hirano
憲司 平野
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
YOSHINO MEIBOKU SEIZO HANBAI K
YOSHINO MEIBOKU SEIZO HANBAI KK
Original Assignee
YOSHINO MEIBOKU SEIZO HANBAI K
YOSHINO MEIBOKU SEIZO HANBAI KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
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Application filed by YOSHINO MEIBOKU SEIZO HANBAI K, YOSHINO MEIBOKU SEIZO HANBAI KK filed Critical YOSHINO MEIBOKU SEIZO HANBAI K
Priority to JP4007826A priority Critical patent/JP2552051B2/en
Publication of JPH05195575A publication Critical patent/JPH05195575A/en
Application granted granted Critical
Publication of JP2552051B2 publication Critical patent/JP2552051B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE:To make it possible to easily position a keeper formed in a framework and, at the same time, to increase strength of the whole building because the framework is strongly combined with a panel in the case the panel is fitted in the framework forming a building skeleton or a roof skeleton by fixing plane plate members to at least one surface of a frame joining frame members in the shape of a grating to form a panel, and projecting at least a part of the plate members from edge sections of the frame. CONSTITUTION:Horizontally arranged frame members 3 and vertically arranged frame members 4 and 5 are respectively at approximately right angles to form a frame in the shape of a grating. Plane plate members 2 such as plywood, etc., are fixed to one surface of the frame, and a part of the plate members 2 is projected from edge sections of the frame.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、住宅や建物等の建築構
法に関し、特に木材や木質材料を用いた木質系構造の建
築構法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a building construction method for houses and buildings, and more particularly to a building construction method for a wood-based structure using wood or wood materials.

【0002】[0002]

【従来の技術】従来、木質系構造の建築構法は、軸組式
と壁式の2つの方式に大別され、更に軸組式は(1) 在来
木造構法、(2) 集成材構造、に分類され、壁式は(3) 枠
組壁工法(ツーバイフォー工法)、(4) 校倉造、に分類
される。更に、簡便な構法として木質プレハブ構造があ
り、それぞれ(5) 軸組式、(6) 壁式、(7) モジュラー式
に分類される。
2. Description of the Related Art Conventionally, construction methods of wooden structures are roughly classified into two types, a frame type and a wall type. Further, the frame type is (1) conventional wooden construction method, (2) laminated wood structure, The wall type is classified into (3) framed wall construction method (two-by-four construction method) and (4) school warehouse construction. Furthermore, there is a wooden prefabricated structure as a simple construction method, which is classified into (5) frame type, (6) wall type, and (7) modular type, respectively.

【0003】在来木造構法とも称される軸組構法は、基
礎の上に、先ず柱、桁や梁等の軸状部材を組み合わせる
ことにより建物の骨格を構成した後、壁、床、屋根、天
井等を形設して居住空間を形成する構法である。
The frame construction method, which is also called the conventional wooden construction method, first constructs a skeleton of a building by combining axial members such as pillars, girders and beams on a foundation, and then forms walls, floors, roofs, This is a construction method in which a living space is formed by forming a ceiling or the like.

【0004】集成材構造は、建物の骨格の一部となる部
材を予め大量に加工・成形しておいて、各部材を組み立
てる棟上げの時点で建物骨格全体が一度に完成する構法
である。
The laminated lumber structure is a construction method in which a large amount of members that are a part of the skeleton of a building are processed and molded in advance, and the entire building skeleton is completed at once when the members are assembled.

【0005】ツーバイフォー工法とも称される枠組壁工
法は、基礎の上に、先ず床を形成した後、1階分の枠組
壁を組み立てて所定位置に固定することにより建物の壁
を形設し、次に枠組壁の上に2階の床を形成した後、2
階分の枠組壁を組み立てて、床と壁を順番に組み立てる
ことにより建物を完成する構法である。
The framed wall construction method, which is also called the two-by-four construction method, first forms a floor on a foundation, then assembles the framed wall for the first floor and fixes it at a predetermined position to form a building wall, Next, after forming the second floor on the frame wall, 2
It is a construction method in which the building is completed by assembling the framed walls of the floors and then assembling the floor and walls in order.

【0006】ログハウスとも称される校倉造は、基礎の
上に、角材や丸太を水平に積み重ねて壁を形成すること
によって、建物全体の強度を出すようにした構法であ
る。木質プレハブ構造は、合板や枠材等を用いて大面積
で規格化された壁パネルや床パネルを予め製作しておい
て、各パネルを組み立てることにより居住空間を形成す
る構法であって、軸組式のものは柱や梁を組み立てた
後、各パネルを組み付ける構法であり、壁式のものは建
物強度を各パネルが負担する構法であり、モジュラー式
のものは建物全体又は一部を単位構造として工場等で予
め製造しておいて、現場で据え付けや組み立てを行う構
法である。
The schoolhouse construction, also called a log house, is a construction method in which the strength of the entire building is obtained by horizontally stacking timber and logs on a foundation to form a wall. The wooden prefabricated structure is a construction method in which a large-area standardized wall panel or floor panel is manufactured in advance using plywood, frame materials, etc., and each panel is assembled to form a living space. The assembled type is a method of assembling each panel after assembling columns and beams, the wall type is a method in which each panel bears the building strength, and the modular type is a unit of the entire building or a part of it. It is a construction method in which the structure is manufactured in advance in a factory or the like and then installed and assembled on site.

【0007】図7から図9は、従来の軸組構法の一例を
示したものである。図7において、コンクリート等から
なる基礎51の上に土台52を固定した後、胴差53や
管柱を組み付けた通し柱55を各所定位置に立てる。次
に、胴差53の間に2階梁56を渡すと共に、通し柱周
辺の妻の部分を管柱54、丸柱57、軒桁58、継ぎ梁
59、飛び梁等を用いて組み立てる。その後、2階根太
を組み付けて足場を補強し、2階の管柱、軒桁、梁を固
定して2階の骨格を形成する。
7 to 9 show an example of a conventional frame construction method. In FIG. 7, a base 52 is fixed on a foundation 51 made of concrete or the like, and then a through column 55 having a body difference 53 and a tube column is set up at each predetermined position. Next, the second-order beam 56 is passed between the body gaps 53, and the wife portion around the through column is assembled using the tube column 54, the round column 57, the eaves girder 58, the joint beam 59, the jump beam, and the like. After that, the second floor joists are assembled to reinforce the scaffolding, and the second floor pipe columns, eaves girders and beams are fixed to form the second floor skeleton.

【0008】次に、図8において、屋根を形設するため
に、桁や梁の上に束を配置して棟木、母屋を載せ、屋根
の接合部に隅木60を配置することにより屋根の骨格が
形作られ、各屋根面に多くの垂木61を固定し、垂木6
1の端部に鼻隠し62、広小舞63を形設すると共に、
野地板を屋根全面に固定する。野地板の上には、ルーフ
ィングが敷き詰められ、例えば瓦施工の場合は、野地板
に固定された瓦桟に瓦を順序良く配置して、屋根が完成
する。
Next, referring to FIG. 8, in order to form a roof, a bundle is placed on the girders and beams, a purlin and a purlin are placed, and a corner tree 60 is placed at a joint portion of the roof to construct a roof skeleton. Is formed, and many rafters 61 are fixed to each roof surface, and rafters 6
A nose cover 62 and a small dance 63 are formed at the end of 1.
Fix the base plate to the entire roof. Roofing is laid on the base plate, and in the case of roof tile construction, for example, tiles are arranged in order on the roof tiles fixed to the base plate to complete the roof.

【0009】一方、図9において、1階の壁部分では、
間柱64、まぐさ65、内法貫、筋違66が形設され、
壁がモルタル施工の場合はラス下地板67、ラス網が固
定され、モルタルが塗られる。また、1階の床部分で
は、束石の上に床束を載せ、大引、根太を並べ、その上
に床板を敷き詰めることにより、床が完成する。その
後、電気配線工事、内装工事、外装仕上げにより、建物
全体が完成する。
On the other hand, in FIG. 9, in the wall portion on the first floor,
A stud 64, a lintel 65, an inner fence, and a brace 66 are formed,
When the wall is made of mortar, the lath base plate 67 and lath net are fixed and mortar is applied. Further, in the floor portion on the first floor, a floor bundle is placed on a pile of stones, daihiki and joists are lined up, and a floor board is laid on the floor to complete the floor. After that, the entire building is completed by electrical wiring work, interior work, and exterior finish.

【0010】図10から図13は、従来の枠組壁工法の
一例を示したものである。図10において、コンクリー
トやブロック等からなる基礎71の上に土台72を固定
した後、束石の上に床束を載せ、大引、根太を並べ、根
太の間を合板受で補強して、床合板73を全面に渡って
敷き詰めることにより、1階の床が完成する。次に、1
階の壁を形設するために、1階の床において、下枠7
4、上枠75、たて枠76、まぐさ77等の長手部材に
より壁の骨格を形作り、その外壁面に合板78を貼って
壁パネルを製作する。そして、建物の各面に対応した各
壁パネルを建て起こして、お互いに固定することによ
り、1階の壁が完成する。同様に、間仕切り壁も、枠材
と合板で製作された壁パネルを配置し固定する(図11
参照)。
10 to 13 show an example of a conventional frame wall construction method. In FIG. 10, after fixing the base 72 on the foundation 71 made of concrete, blocks, etc., the floor bundle is placed on the bundle stone, the Daihiki and the joist are arranged, and the space between the joists is reinforced by the plywood bridge, By covering the entire surface with the floor plywood 73, the floor on the first floor is completed. Then 1
In order to form the floor of the floor, the lower frame 7 on the floor of the first floor
4, a long frame such as an upper frame 75, a vertical frame 76, and a lintel 77 is used to form a skeleton of a wall, and a plywood 78 is attached to the outer wall surface to manufacture a wall panel. Then, each wall panel corresponding to each side of the building is erected and fixed to each other to complete the wall on the first floor. Similarly, as for the partition wall, a wall panel made of plywood and a frame material is arranged and fixed (Fig. 11).
reference).

【0011】次に、図12において、1階の壁及び間仕
切り壁の上部に2階床用の根太、ころび止めを多数配置
し、根太の間を合板受で補強して、その上に合板79を
敷き詰めることにより、2階の床が完成する。次に、2
階の壁及び間仕切り壁を、1階での工事と同様にして形
設する。その後、2階の壁及び間仕切り壁の上部に2階
天井用の根太、ころび止め、振れ止めを多数配置し、必
要に応じて屋根裏部屋のための床合板を敷く。
Next, referring to FIG. 12, a large number of joists for the second floor and roll stoppers are arranged above the first-floor wall and the partition wall, and the joists are reinforced between the joists and the plywood 79 is provided thereon. The floor on the second floor is completed by laying the floors. Then 2
The floor walls and partition walls will be constructed in the same way as the construction on the first floor. After that, a large number of joists for the second-floor ceiling, anti-rolls, and steady rests are placed above the second-floor wall and partition walls, and floor plywood for the attic is laid if necessary.

【0012】次に、図13において、屋根を形設するた
めに、2階の妻壁パネル80を枠材と合板で製作すると
共に、小屋トラスを組み立てて、2階天井の上に固定す
る。小屋トラスの間に棟木81を渡して、棟木81と2
階天井の間に垂木82を多数並べ、ころび止め、けらば
垂木、鼻隠し、破風板等を固定する。次に、垂木等の上
に野地板83を敷き詰めて固定する。野地板83の上に
は、ルーフィングが敷き詰められ、例えば西洋瓦施工の
場合は、西洋瓦を野地板83の上に順序良く配置しなが
ら釘打ちすることにより、屋根が完成する。その後、電
気配線工事、内装工事、外装仕上げにより、建物全体が
完成する。
Next, referring to FIG. 13, in order to form the roof, the gable wall panel 80 on the second floor is made of a frame material and plywood, and a shed truss is assembled and fixed on the ceiling of the second floor. Pass the purlin 81 between the hut trusses, and purse 81 and 2
A large number of rafters 82 are arranged between the ceilings of the floors to prevent them from falling off, and if necessary, to secure rafters, cover the nose, and gable plates. Next, the base plate 83 is spread and fixed on the rafter or the like. Roofing is spread over the base plate 83. For example, in the case of western tile construction, the roof is completed by nailing the Western tiles while arranging them on the base plate 83 in order. After that, the entire building is completed by electrical wiring work, interior work, and exterior finish.

【0013】[0013]

【発明が解決しようとする課題】しかしながら、従来の
軸組構法では、柱や桁の材料として、杉、けやき、ひの
き等の木目が美しい木材を用いた場合、柱や桁が外見に
現れるという利点があるが、軸組で建物全体の骨格を形
作った後の工程において、壁や屋根を構成する部材が細
かく分割されており、その加工や固定等の工程の多くが
手作業になるため、施工に多くの時間が必要となり、建
築コストの低減化が困難であるという課題があった。
However, in the conventional frame construction method, when the wood of which the grain is beautiful such as cedar, zelkova, or cypress is used as the material of the pillar or girder, the pillar or girder appears to the appearance. However, in the process after forming the skeleton of the entire building with the framework, the members that make up the walls and roof are finely divided, and many of the processes such as processing and fixing are manual work, so construction However, it took a lot of time and it was difficult to reduce the construction cost.

【0014】また、従来の枠組壁工法は、その元祖が北
米に端を発しており、建築様式が柱や桁を用いない西洋
風であるため、古くから多くの日本人に馴染みがあって
且つ快適な居住空間を備えた和風建築に仕上げることが
困難であるという課題があった。
Further, the conventional framed wall construction method has its origin in North America, and its architectural style is Western style without using columns or girders, so it has been familiar to many Japanese people since ancient times. There was a problem that it was difficult to finish in a Japanese style building with a comfortable living space.

【0015】また、簡便な構法である木質プレハブ構造
も同様に、柱や桁の表面が外見に現れず、重厚な和風建
築に仕上げることが困難であった。また、他の従来構法
については、いずれも建築コストが高くなり、デザイン
に工夫を凝らした特殊な建物以外には、あまり用いられ
ていない。
Similarly, in the wooden prefabricated structure which is a simple construction method, the surface of columns and girders does not appear in the appearance, and it is difficult to finish a heavy Japanese-style building. In addition, the other conventional construction methods are not used so much except for special buildings that are elaborate in design because of high construction cost.

【0016】本発明は、前記課題を解決するため、柱や
桁の材料として木目が美しい木材を用いた場合でも、柱
や桁の表面が建物の外見に現れ、しかも簡単な施工で和
風建築を得ることができる新規な建築構法を提供するこ
とを目的とし、更に、本発明の建築構法に好適なパネル
を提供することを目的とする。
In order to solve the above-mentioned problems, the present invention makes the surface of the pillar or girder appear on the appearance of the building even if the wood of which the grain is beautiful is used as the material of the pillar or girder, and furthermore, a Japanese-style building is constructed by simple construction. It is an object of the present invention to provide a new building construction method that can be obtained, and further to provide a panel suitable for the building construction method of the present invention.

【0017】[0017]

【課題を解決するための手段】前記目的を達成するた
め、本発明のパネルは、枠部材が格子状に結合された枠
の少なくとも一面に、平面状の板部材が固定されたパネ
ルであって、板部材の少なくとも一部が、枠の縁部より
突設していることを特徴とする。
In order to achieve the above object, the panel of the present invention is a panel in which a flat plate member is fixed to at least one surface of a frame in which the frame members are combined in a grid pattern. At least a part of the plate member is projected from the edge of the frame.

【0018】また、本発明の軸組プレカットパネル嵌め
込み構法は、基礎の上に、水平軸状部材及び垂直軸状部
材を組み合わせて建物骨格を形成し、斜め軸状部材を建
物骨格の上に固定して屋根骨格を形成した後、水平軸状
部材、垂直軸状部材又は斜め軸状部材で作られる面に平
面状のパネルを嵌め込むことにより居住空間を形成する
軸組プレカットパネル嵌め込み構法であって、パネルが
格子状の枠と枠の縁部より少なくとも一部が突設してい
る板部材で構成されており、且つ、水平軸状部材、垂直
軸状部材又は斜め軸状部材の一部に、パネルの受け座が
予め形成されていることを特徴とする。
In the frame precut panel fitting construction method of the present invention, the building frame is formed by combining the horizontal shaft member and the vertical shaft member on the foundation, and the diagonal shaft member is fixed on the building frame. After the roof skeleton is formed, the flat prefabricated panel is fitted on the surface formed by the horizontal shaft member, the vertical shaft member, or the diagonal shaft member to form a living space. The panel is composed of a grid-like frame and a plate member at least a part of which projects from the edge of the frame, and a part of the horizontal shaft member, the vertical shaft member or the diagonal shaft member. In addition, the receiving seat of the panel is formed in advance.

【0019】[0019]

【作用】前記したパネルの構成によれば、格子状の枠の
縁部に対して、平面状の板部材の少なくとも一部が突設
していることにより、建物骨格又は屋根骨格を構成する
軸組にパネルが嵌め込まれる場合、軸組とパネルの一体
化が容易となり、且つ両者の固定強度が向上して建物全
体の強度を高くすることができる。
According to the above-mentioned panel structure, at least a part of the flat plate member projects from the edge of the lattice-shaped frame, so that the shaft constituting the building frame or the roof frame is formed. When the panel is fitted into the set, the frame set and the panel can be easily integrated, and the fixing strength between the two can be improved to increase the strength of the entire building.

【0020】また、前記した軸組プレカットパネル嵌め
込み構法の構成によれば、基礎の上に、水平軸状部材及
び垂直軸状部材を組み合わせて建物骨格を形成し、斜め
軸状部材を建物骨格の上に固定して屋根骨格を形成した
後、水平軸状部材、垂直軸状部材又は斜め軸状部材で作
られる面に平面状のパネルを嵌め込むことにより居住空
間を形成する軸組プレカットパネル嵌め込み構法であっ
て、パネルが格子状の枠と枠の縁部より少なくとも一部
が突設している板部材で構成されており、且つ、水平軸
状部材、垂直軸状部材又は斜め軸状部材の一部に、パネ
ルの受け座が予め形成されていることにより、各軸状部
材とパネルの一体化が容易となり、且つ両者の固定強度
が向上して建物全体の強度を高くすることができる。ま
た、水平軸状部材、垂直軸状部材又は斜め軸状部材で作
られる面に平面状のパネルを嵌め込むという簡単な作業
により、居住空間を迅速に形成することができるため、
建築工期を大幅に短縮することができる。また、水平軸
状部材、垂直軸状部材又は斜め軸状部材の表面全部をパ
ネルが覆い隠すこと無く施工できることにより、各軸状
部材として木目が美しい木材を用いた場合、その表面が
外部から見えるため、従来からの和風建築様式に仕上げ
ることが容易となる。
According to the construction of the frame precut panel fitting construction method described above, the building frame is formed by combining the horizontal shaft member and the vertical shaft member on the foundation, and the diagonal shaft member is connected to the building frame. After the roof frame is fixed by fixing it on the top, the frame precut panel fitting that forms the living space by fitting the flat panel on the surface made of the horizontal axis member, the vertical axis member or the diagonal axis member In the construction method, the panel is composed of a lattice-shaped frame and a plate member at least a part of which protrudes from the edge of the frame, and is a horizontal shaft member, a vertical shaft member, or an oblique shaft member. Since the seat for the panel is formed in advance in a part of the above, it becomes easy to integrate each shaft-shaped member and the panel, and the fixing strength of both is improved, and the strength of the entire building can be increased. .. Further, since the living space can be quickly formed by a simple work of fitting a flat panel on the surface made of the horizontal shaft member, the vertical shaft member, or the diagonal shaft member,
The construction period can be greatly shortened. In addition, when the horizontal shaft member, the vertical shaft member, or the diagonal shaft member can be installed without covering the entire surface with the panel, when wood with beautiful wood grain is used as each shaft member, the surface can be seen from the outside. Therefore, it is easy to finish in the traditional Japanese style architectural style.

【0021】[0021]

【実施例】以下、本発明の実施例について、図面を参照
しながら説明する。図1は、本発明のパネルの一実施例
を示す斜視図である。水平に配置された枠部材3と垂直
に配置された枠部材4、5が、お互いに略直角の角度で
交差して、格子状の枠が作られている。枠部材3と枠部
材4、5との結合は、追掛け、あり、相欠き、渡り等の
加工を施して、釘、接着剤等を用いて固定されている。
枠の一面には、合板等の平面状の板部材2が固定されて
おり、板部材2の一部が枠の縁部より突設している。枠
に板部材2を固定することにより、パネル1の強度が向
上して、たわみ、よじれ等の変形を抑止している。な
お、平面状の板部材2は枠の両面に固定されても構わ
ず、その場合は一方の板部材の外縁は枠の縁部より突設
させない。また、パネル1の形状は、1765mm×2
730mm×90mm、1765mm×755mm×9
0mm、1310mm×2730mm×90mm、85
5mm×2730mm×90mm、545mm×273
0mm×90mm、400mm×2730mm×90m
m、2220mm×755mm×90mm等の数種類の
寸法に規格化されており、必要に応じて、板部材2の一
部を切り欠いて窓や通気孔が形成される。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a perspective view showing an embodiment of the panel of the present invention. A horizontally arranged frame member 3 and vertically arranged frame members 4 and 5 intersect each other at an angle of substantially right angles to form a lattice-shaped frame. The connection between the frame member 3 and the frame members 4 and 5 is chasing, there is a process such as a notch, a crossover, etc., and they are fixed using a nail, an adhesive or the like.
A flat plate member 2 such as a plywood is fixed to one surface of the frame, and a part of the plate member 2 projects from the edge of the frame. By fixing the plate member 2 to the frame, the strength of the panel 1 is improved and deformation such as bending and kinking is suppressed. The flat plate member 2 may be fixed to both surfaces of the frame, and in that case, the outer edge of one plate member is not projected from the edge portion of the frame. The shape of the panel 1 is 1765 mm x 2
730 mm x 90 mm, 1765 mm x 755 mm x 9
0 mm, 1310 mm x 2730 mm x 90 mm, 85
5 mm x 2730 mm x 90 mm, 545 mm x 273
0 mm x 90 mm, 400 mm x 2730 mm x 90 m
m, 2220 mm × 755 mm × 90 mm, etc., and is standardized to several dimensions, and if necessary, a part of the plate member 2 is cut out to form windows and vent holes.

【0022】次に、このようなパネルを用いた本発明の
軸組プレカットパネル嵌め込み構法について説明する。
図2から図4は、本発明の軸組プレカットパネル嵌め込
み構法の一実施例を説明するための概略斜視図である。
先ず、図2において、コンクリート等からなる基礎7の
上に土台等の水平軸状部材8を固定した後、胴差等の水
平軸状部材10及び管柱、通し柱等の垂直軸状部材9、
11を組み付けたものを各所定位置に立てる。次に、水
平軸状部材10の間に2階梁等の水平軸状部材12を渡
すと共に、残りの管柱等の垂直軸状部材11及び継ぎ
梁、飛び梁等の水平軸状部材13を組み立てる。
Next, the frame precut panel fitting construction method of the present invention using such a panel will be described.
2 to 4 are schematic perspective views for explaining an embodiment of a frame precut panel fitting construction method of the present invention.
First, in FIG. 2, after fixing a horizontal shaft-shaped member 8 such as a foundation on a foundation 7 made of concrete or the like, a horizontal shaft-shaped member 10 such as a barrel difference and a vertical shaft-shaped member 9 such as a pipe column or a through column,
The assembly of 11 is set up at each predetermined position. Next, while passing the horizontal shaft-shaped member 12 such as a second-order beam between the horizontal shaft-shaped members 10, the vertical shaft-shaped member 11 such as the remaining pipe columns and the horizontal shaft-shaped member 13 such as the joint beam and the jump beam are provided. assemble.

【0023】次に、図3において、各水平軸状部材8、
10、12及び各垂直軸状部材9、11で作られる外壁
面、間仕切り壁面及び床面に、図1に示したようなパネ
ル1を嵌め込む。図5は、外壁面に本発明の壁パネルを
嵌め込む様子を示した概略部分断面図である。栗割石2
1の上に捨てコンクリート22が打たれ、それらの上に
鉄筋を配した全面ベタのコンクリートからなる基礎7が
打たれている。基礎7の上に土台等の水平軸状部材8が
並べられ、アンカーボルト等により固定される。なお、
基礎7と水平軸状部材8の間には防水シート23が敷か
れると共に、水平軸状部材8には防腐剤や防蟻剤が塗布
又は注入されることが好ましい。
Next, referring to FIG. 3, each horizontal shaft member 8,
The panel 1 as shown in FIG. 1 is fitted to the outer wall surface, the partition wall surface and the floor surface formed by 10, 12 and the vertical shaft members 9, 11. FIG. 5 is a schematic partial cross-sectional view showing how the wall panel of the present invention is fitted on the outer wall surface. Chestnut stone 2
Abandoned concrete 22 is struck on 1 and a foundation 7 made of solid concrete with reinforcing bars is struck on them. A horizontal shaft-shaped member 8 such as a base is arranged on the foundation 7 and fixed by anchor bolts or the like. In addition,
It is preferable that the waterproof sheet 23 is laid between the foundation 7 and the horizontal shaft-shaped member 8, and that the horizontal shaft-shaped member 8 is coated or injected with an antiseptic agent or an anti-termite agent.

【0024】軸組を開始するまでに、各水平軸状部材
8、10、12及び各垂直軸状部材9、11の一部に、
パネル1の受け座Aが予め形成される。前述したように
各パネル1は所定の形状に高精度に規格化されているた
め、各水平軸状部材8、10、12及び各垂直軸状部材
9、11の加工は、製材工場において数値制御切削機等
の高精度な木材加工機を用いて行い、建築現場では各部
材の軸組作業を行うだけで足りる。
By the time the shaft assembly is started, a part of each horizontal shaft member 8, 10, 12 and each vertical shaft member 9, 11 is
The receiving seat A of the panel 1 is formed in advance. As described above, since each panel 1 is highly accurately standardized into a predetermined shape, the machining of each horizontal shaft-shaped member 8, 10, 12 and each vertical shaft-shaped member 9, 11 is numerically controlled in a sawmill. It is performed using a high-precision wood processing machine such as a cutting machine, and at the construction site it is sufficient to perform the frame work of each member.

【0025】各面に嵌め込まれたパネル1と各部材8、
9、10、11、12との間には、約2.5mm程度の
隙間が形成されるが、パネル1の枠3、4及び板部材2
と各部材8、9、10、11、12とがお互いに連結す
るように釘を打ち込むことにより堅固に固定され、各軸
状部材8、10、12、9、11からなる軸組とパネル
1及び枠3、4により建物の強度を維持している。な
お、パネル1の板部材2の面位置は、水平軸状部材8、
10、12及び垂直軸状部材9、11の外面と同一平面
になるため、水平軸状部材8、10及び垂直軸状部材
9、11の表面に現れた木目は外部に露出する。
The panel 1 and each member 8 fitted on each surface,
A gap of about 2.5 mm is formed between the panels 9, 10, 11, and 12, but the frames 3 and 4 of the panel 1 and the plate member 2 are formed.
And the respective members 8, 9, 10, 11, 12 are firmly fixed by driving nails so that they are connected to each other, and the shaft assembly including the shaft-shaped members 8, 10, 12, 9, 11 and the panel 1 are provided. And the frames 3 and 4 maintain the strength of the building. The plane position of the plate member 2 of the panel 1 is the horizontal axis member 8,
Since it is flush with the outer surfaces of the vertical shaft-shaped members 9 and 11, the outer surfaces of the horizontal shaft-shaped members 8 and 10 and the vertical shaft-shaped members 9 and 11 are exposed to the outside.

【0026】なお、2階以上の床面についても同様に、
各水平軸状部材8、10、12及び各垂直軸状部材9、
11の一部に、パネル1の受け座Aが予め形成されてお
り、そこにパネル1を嵌め込んで釘で固定することによ
り、居住空間が形成される。なお、床面用のパネルは、
階下部屋の天井として兼用することが可能であり、その
場合にはパネル1の板部材2の反対面には、天井用の化
粧板6を予め貼着しておくことが好ましい。
The same applies to the floors above the second floor.
Each horizontal shaft member 8, 10, 12 and each vertical shaft member 9,
A receiving seat A for the panel 1 is formed in a part of 11 in advance, and a living space is formed by fitting the panel 1 there and fixing it with a nail. In addition, the panel for the floor is
The ceiling can be used also as the ceiling of the downstairs room, and in that case, it is preferable that the decorative plate 6 for the ceiling is attached to the surface of the panel 1 opposite to the plate member 2 in advance.

【0027】次に、図4において、2階部分も同様に、
軒桁、梁等の各水平軸状部材14及び管柱等の垂直軸状
部材15を組み立てて、パネル1を嵌め込み、その固定
を行う。なお、2階部分の施工を開始するまでに、2階
床面がパネル1で嵌め込まれているため、軸組作業やパ
ネル嵌め込み作業は、1階部分の施工と同様に安全且つ
迅速に行うことができる。
Next, in FIG. 4, similarly for the second floor,
The horizontal axis members 14 such as eaves girders and beams and the vertical axis members 15 such as pipe columns are assembled, the panel 1 is fitted and fixed. By the way, since the floor surface of the second floor is fitted with the panel 1 before the construction of the second floor portion is started, the frame work and the panel fitting work should be performed safely and promptly like the construction of the first floor portion. You can

【0028】屋根部については、桁や梁等の水平軸状部
材14の上に束等の垂直軸状部材16を配置した後、棟
木、桁等の水平軸状部材17、18を載せることにより
屋根の骨格が形作られ、更に各屋根面に合掌等の斜め軸
状部材19を固定して、図1に示したようなパネル1を
嵌め込むことにより、屋根の野地板が形設される。この
場合も、図6に示すように、屋根の骨格を構成する斜め
軸状部材19は、パネル1の受け座Aが予め形成されて
おり、そこにパネル1を嵌め込んで釘で固定することに
より、屋根部が形成される。なお、2階の床面と同様
に、パネル1は屋根裏部屋の天井と兼用することが可能
であり、その場合はパネル1の下面に化粧板6を予め貼
着しておくことが好ましい。また、パネル1の内部にグ
ラスウール等の断熱材を充填しておくことにより、結露
を防止したり、断熱性能や遮音性能を向上させることが
できる。
Regarding the roof portion, by arranging the vertical shaft-shaped members 16 such as a bundle on the horizontal shaft-shaped members 14 such as girders and beams, and then mounting the horizontal shaft-shaped members 17 and 18 such as purlins and girders. The roof frame is formed by forming a roof skeleton, and further by fixing diagonal shaft-like members 19 such as a palm on each roof surface and inserting the panel 1 as shown in FIG. Also in this case, as shown in FIG. 6, the diagonal shaft-shaped member 19 that constitutes the skeleton of the roof has the receiving seat A of the panel 1 formed in advance, and the panel 1 should be fitted therein and fixed with nails. The roof portion is formed by. Note that, like the floor surface of the second floor, the panel 1 can also be used as the ceiling of the attic, and in that case, it is preferable to attach the decorative plate 6 to the lower surface of the panel 1 in advance. Further, by filling the inside of the panel 1 with a heat insulating material such as glass wool, it is possible to prevent dew condensation and to improve heat insulating performance and sound insulating performance.

【0029】後は、従来の屋根施工と同様に、野地板の
上にはルーフィングが敷き詰められ、例えば瓦施工の場
合は、野地板に固定された瓦桟に瓦を順序良く配置し
て、屋根が完成する。その後、パネル1の外装仕上げ、
窓サッシの取り付け、電気配線工事、内装工事等を経
て、建物全体が完成する。
After that, as in the conventional roof construction, roofing is laid on the roof plate. For example, in the case of roof tile construction, the roof tiles are arranged in order on the roof tiles fixed to the roof plate, and the roof is fixed. Is completed. After that, the exterior finish of panel 1,
The entire building is completed through the installation of window sashes, electrical wiring work, interior work, etc.

【0030】なお、以上の実施例において、各軸状部材
の表面の一部が部屋の内装の一部として現れる真壁軸組
構法を採用することがより好ましく、各軸状部材の美し
い木目を活かした、より重厚な和風様式の内装に仕上げ
ることが可能となる。
In the above embodiments, it is more preferable to adopt the true wall frame construction method in which a part of the surface of each shaft-shaped member appears as a part of the interior of the room, and the beautiful wood grain of each shaft-shaped member is utilized. In addition, it is possible to finish the interior in a more profound Japanese style.

【0031】[0031]

【発明の効果】以上説明したように、本発明のパネル
は、格子状の枠の縁部に対して、平面状の板部材の少な
くとも一部が突設していることにより、建物骨格又は屋
根骨格を構成する軸組にパネルが嵌め込まれる場合、軸
組に形成された受け座との位置決めが容易になり、パネ
ル嵌め込み作業が簡単になると共に、軸組とパネルが強
固に一体化されるため、建物全体の強度を高くすること
ができる。
As described above, according to the panel of the present invention, at least a part of the flat plate member is projected from the edge of the lattice-shaped frame, so that the building skeleton or the roof is formed. When the panel is fitted into the framework that constitutes the skeleton, positioning with the receiving seat formed in the framework becomes easy, the panel fitting work becomes easy, and the framework and the panel are firmly integrated. , The strength of the entire building can be increased.

【0032】また、本発明の軸組プレカットパネル嵌め
込み構法は、軸状部材に形成された受け座とパネルとの
位置決めが容易になり、パネル嵌め込み作業が簡単にな
るため、熟練作業者でなくても軸組作業を迅速に行うこ
とができる。従って、工期の短縮化、人件費の削減が可
能になり、更に規格化された壁パネル及び軸組部材の加
工、製作を工場において大量生産で行うことにより、建
築資材のコスト低減化を図ることができる。また、軸組
とパネルが強固に一体化されるため、建物全体の強度を
高くすることができ、更には3階以上を有する和風建築
を立てることが可能となる。また、柱や桁等の軸状部材
の表面が外部に露出するため、軸状部材に美しい木目の
木材を用いることにより、木目を活かした和風建築様式
に仕上げることが容易となる。
Further, according to the shaft pre-cut panel fitting construction method of the present invention, since the positioning of the receiving seat formed on the shaft-shaped member and the panel becomes easy and the panel fitting work becomes easy, it is not necessary for a skilled worker to be a skilled worker. Also, the frame work can be performed quickly. Therefore, the construction period can be shortened and the labor cost can be reduced, and the cost of the building materials can be reduced by mass-producing the standardized wall panels and frame members in the factory. You can Further, since the framework and the panel are firmly integrated, the strength of the entire building can be increased, and furthermore, it becomes possible to construct a Japanese-style building having three or more floors. Further, since the surface of the shaft-shaped member such as a pillar or a girder is exposed to the outside, it is easy to finish the Japanese-style architectural style utilizing the wood grain by using beautiful wood grain wood for the shaft-shaped member.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明のパネルの一実施例を示す斜視図であ
る。
FIG. 1 is a perspective view showing an embodiment of a panel of the present invention.

【図2】本発明の軸組プレカットパネル嵌め込み構法の
一実施例を説明するための概略斜視図である。
FIG. 2 is a schematic perspective view for explaining an embodiment of a framed precut panel fitting construction method of the present invention.

【図3】本発明の軸組プレカットパネル嵌め込み構法の
一実施例を説明するための概略斜視図である。
FIG. 3 is a schematic perspective view for explaining an embodiment of a framed precut panel fitting construction method of the present invention.

【図4】本発明の軸組プレカットパネル嵌め込み構法の
一実施例を説明するための概略斜視図である。
FIG. 4 is a schematic perspective view for explaining an embodiment of a framed precut panel fitting construction method of the present invention.

【図5】外壁面に本発明のパネルを嵌め込む様子を示し
た概略部分断面図である。
FIG. 5 is a schematic partial cross-sectional view showing how the panel of the present invention is fitted on the outer wall surface.

【図6】屋根面に本発明のパネルを嵌め込んだ様子を示
した概略部分断面図である。
FIG. 6 is a schematic partial cross-sectional view showing a state where the panel of the present invention is fitted on the roof surface.

【図7】従来の軸組構法の一例を示した概略斜視図であ
る。
FIG. 7 is a schematic perspective view showing an example of a conventional frame construction method.

【図8】従来の軸組構法の一例を示した概略斜視図であ
る。
FIG. 8 is a schematic perspective view showing an example of a conventional frame construction method.

【図9】従来の軸組構法の一例を示した概略斜視図であ
る。
FIG. 9 is a schematic perspective view showing an example of a conventional frame construction method.

【図10】従来の枠組壁工法の一例を示した概略斜視図
である。
FIG. 10 is a schematic perspective view showing an example of a conventional frame wall construction method.

【図11】従来の枠組壁工法の一例を示した概略斜視図
である。
FIG. 11 is a schematic perspective view showing an example of a conventional frame wall construction method.

【図12】従来の枠組壁工法の一例を示した概略斜視図
である。
FIG. 12 is a schematic perspective view showing an example of a conventional frame wall construction method.

【図13】従来の枠組壁工法の一例を示した概略斜視図
である。
FIG. 13 is a schematic perspective view showing an example of a conventional frame wall construction method.

【符号の説明】 1 パネル 2 板部材 3、4、5 枠部材 6 化粧板 7 基礎 8、10、12、13、14、17、18 水平軸状部
材 9、11、15、16 垂直軸状部材 19 斜め軸状部材 20 1階床パネル 21 栗割石 22 捨てコンクリート 23 防水シート 24 断熱材 51 基礎 52 土台 53 胴差 54 管柱 55 通し柱 56 2階梁 57 丸柱 58 軒桁 59 継ぎ梁 60 隅木 61 垂木 62 鼻隠し 63 広小舞 64 間柱 65 まぐさ 66 筋違 67 ラス下地板 71 基礎 72 土台 73 床合板 74 下枠 75 上枠 76 たて枠 77 まぐさ 78、79 合板 80 妻壁パネル 81 棟木 82 垂木 83 野地板 A 受け座
[Explanation of reference numerals] 1 panel 2 plate member 3, 4, 5 frame member 6 decorative plate 7 foundation 8, 10, 12, 13, 14, 17, 18 horizontal axis member 9, 11, 15, 16 vertical axis member 19 Diagonal shaft member 20 1st floor panel 21 Chestnut stone 22 Discarded concrete 23 Tarpaulin 24 Insulation material 51 Foundation 52 Base 53 Body difference 54 Tube column 55 Through column 56 Second floor beam 57 Round column 58 Row girder 59 Joint beam 60 Corner bar 61 Rafter 62 Nose cover 63 63 Hirokomai 64 Pillars 65 Magas 66 Braces 67 Las base plates 71 Foundations 72 Bases 73 Floor plywood 74 Lower frames 75 Upper frames 76 Vertical frames 77 Magasa 78, 79 Plywood 80 Tsumami panels 81 Muroki 82 Rafter 83 Field plate A Receiving seat

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 枠部材が格子状に結合された枠の少なく
とも一面に、平面状の板部材が固定されたパネルであっ
て、前記板部材の少なくとも一部が、前記枠の縁部より
突設していることを特徴とするパネル。
1. A panel in which a flat plate member is fixed to at least one surface of a frame in which the frame members are combined in a grid pattern, and at least a part of the plate member protrudes from an edge portion of the frame. A panel characterized by being installed.
【請求項2】 基礎の上に、水平軸状部材及び垂直軸状
部材を組み合わせて建物骨格を形成し、斜め軸状部材を
前記建物骨格の上に固定して屋根骨格を形成した後、前
記水平軸状部材、前記垂直軸状部材又は前記斜め軸状部
材で作られる面に平面状のパネルを嵌め込むことにより
居住空間を形成する軸組プレカットパネル嵌め込み構法
であって、前記パネルが格子状の枠と前記枠の縁部より
少なくとも一部が突設している板部材で構成されてお
り、且つ、前記水平軸状部材、前記垂直軸状部材又は前
記斜め軸状部材の一部に、前記パネルの受け座が予め形
成されていることを特徴とする軸組プレカットパネル嵌
め込み構法。
2. A horizontal frame-shaped member and a vertical shaft-shaped member are combined on a foundation to form a building skeleton, and an oblique shaft-shaped member is fixed on the building skeleton to form a roof skeleton. A prefabricated panel fitting construction method for forming a living space by fitting a flat panel on a surface formed by a horizontal shaft member, the vertical shaft member or the diagonal shaft member, wherein the panel is a grid Of the frame and at least a part of the frame member is projected from the edge of the frame, and, in the horizontal shaft member, the vertical shaft member or a part of the oblique shaft member, A frame precut panel fitting construction method, characterized in that a receiving seat for the panel is formed in advance.
JP4007826A 1992-01-20 1992-01-20 Panel and frame pre-cut panel fitting construction method Expired - Fee Related JP2552051B2 (en)

Priority Applications (1)

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JP4007826A JP2552051B2 (en) 1992-01-20 1992-01-20 Panel and frame pre-cut panel fitting construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4007826A JP2552051B2 (en) 1992-01-20 1992-01-20 Panel and frame pre-cut panel fitting construction method

Publications (2)

Publication Number Publication Date
JPH05195575A true JPH05195575A (en) 1993-08-03
JP2552051B2 JP2552051B2 (en) 1996-11-06

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3023280U (en) * 1995-09-12 1996-04-16 有限会社萩原建設 Wooden house consisting of frame and frame
JP2008255711A (en) * 2007-04-06 2008-10-23 New Home System:Kk Wooden building
JP2008255713A (en) * 2007-04-06 2008-10-23 New Home System:Kk Wooden building and its seismic reinforcement method
JP2016125200A (en) * 2014-12-26 2016-07-11 ミサワホーム株式会社 Building wall panel and building
CN106149886A (en) * 2016-08-19 2016-11-23 李兴华 A kind of accountant
EP3480377A1 (en) * 2017-11-06 2019-05-08 EP:n Ikkunalasi Oy Ab Modular sound absorbing structure and a method for manufacturing a modular sound absorbing structure

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02289731A (en) * 1989-04-27 1990-11-29 Isao Okawa Wooden house
JPH03197729A (en) * 1990-10-30 1991-08-29 Tadashi Ueki Building method for wooden housing
JPH03233041A (en) * 1990-02-06 1991-10-17 Nikko Shoji Kk Wooden structure
JPH03279547A (en) * 1990-03-28 1991-12-10 Nichiha Kk Exterior wall panel and exterior wall construction method

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02289731A (en) * 1989-04-27 1990-11-29 Isao Okawa Wooden house
JPH03233041A (en) * 1990-02-06 1991-10-17 Nikko Shoji Kk Wooden structure
JPH03279547A (en) * 1990-03-28 1991-12-10 Nichiha Kk Exterior wall panel and exterior wall construction method
JPH03197729A (en) * 1990-10-30 1991-08-29 Tadashi Ueki Building method for wooden housing

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3023280U (en) * 1995-09-12 1996-04-16 有限会社萩原建設 Wooden house consisting of frame and frame
JP2008255711A (en) * 2007-04-06 2008-10-23 New Home System:Kk Wooden building
JP2008255713A (en) * 2007-04-06 2008-10-23 New Home System:Kk Wooden building and its seismic reinforcement method
JP2016125200A (en) * 2014-12-26 2016-07-11 ミサワホーム株式会社 Building wall panel and building
CN106149886A (en) * 2016-08-19 2016-11-23 李兴华 A kind of accountant
EP3480377A1 (en) * 2017-11-06 2019-05-08 EP:n Ikkunalasi Oy Ab Modular sound absorbing structure and a method for manufacturing a modular sound absorbing structure

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