JPH0842025A - Construction method of building - Google Patents

Construction method of building

Info

Publication number
JPH0842025A
JPH0842025A JP19508191A JP19508191A JPH0842025A JP H0842025 A JPH0842025 A JP H0842025A JP 19508191 A JP19508191 A JP 19508191A JP 19508191 A JP19508191 A JP 19508191A JP H0842025 A JPH0842025 A JP H0842025A
Authority
JP
Japan
Prior art keywords
structural plywood
wall panel
frame
columns
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.)
Pending
Application number
JP19508191A
Other languages
Japanese (ja)
Inventor
Toshiaki Nishiyama
歳晃 西山
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.)
KENZAISHIYA KK
Original Assignee
KENZAISHIYA 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
Application filed by KENZAISHIYA KK filed Critical KENZAISHIYA KK
Priority to JP19508191A priority Critical patent/JPH0842025A/en
Publication of JPH0842025A publication Critical patent/JPH0842025A/en
Pending legal-status Critical Current

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  • Building Environments (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Panels For Use In Building Construction (AREA)

Abstract

PURPOSE:To prevent the life from being shortened and reduce the construction period, by attaching wall panels on which a structural plywood is fitted at least at one face of a panel frame with the external peripheral frame, between columns of a building, using the attached face of the structural plywood as the inside face and eliminating bracings. CONSTITUTION:A structural plywood 4 is divided vertically and attached on one side face of an external peripheral frame 1 by use of a fixing means. A heat-insulating material 5 is charged in the space partitioned by the external peripheral frame 1 and the auxiliary frame 2 of a wall panel A. An air-permeable sheet 6 is spread on the opposite side against the structural plywood 4 of the wall panel A. The structural plywood 4 of the wall panel A is fitted to the plane made by the right and left columns B, the sill frame C, and the girder D at the indoor side. The fitted wall panel A is fixed with nails or the like on the columns B, the sill frame C, and girder D through the structural plywood 4 and the external peripheral frame 1. In this way, when the wall panel A is used, since the external peripheral frame 1 fixed to the columns B, the sill frame C, and the girder D and the structural plywood 4 are constituted difinitely, the columns B are prevented from leaning toward the structural plywood 4 side or the reverse side and hence, these bring out the same action with bracings.

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、柱、桁等の建築物構成
材を、ほぞと、このほぞを差し込む孔等で構築する従来
工法で建築される建築物を構築するための建築物構築方
法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a building construction for constructing a building constructed by a conventional method of constructing building components such as columns and girders with tenon and holes for inserting the tenons. Regarding the method.

【0002】[0002]

【従来の技術】従来、前述のような従来工法による建築
物においては、耐震性に対する要求からして、所要の箇
所に筋交いを使用することが義務づけられていた。しか
し、近来は室内の暖房や冷房が一般化しており、この暖
房や冷房の普及につれて、これに使用する燃料や電力の
省力化が計られようになり、建築物の外周面と室内との
間に断熱材が使用されるようになってきた。
2. Description of the Related Art Conventionally, in a building constructed by the conventional method as described above, it has been obliged to use braces at required places because of the demand for earthquake resistance. However, indoor heating and cooling are becoming common these days, and with the widespread use of this heating and cooling, it has become possible to reduce the amount of fuel and electricity used for this, and the space between the outer peripheral surface of a building and the interior of the building. Insulation has come into use.

【0003】現今、広く用いられている柱は、3.5寸
角と称される断面の1辺が10.5cmの角材である。
一方、前述の断熱材として、有効な働きをさせるために
は、断熱材の厚さを10cm程度必要とする。
A pillar that is widely used at present is a square bar having a cross section called 3.5 inch square with one side of 10.5 cm.
On the other hand, as the above-mentioned heat insulating material, the thickness of the heat insulating material is required to be about 10 cm in order to function effectively.

【0004】そこで、厚さ10cmの断熱材を使用する
と、外周と室内との空間寸法、即ち柱の断面寸法10.
5cmとほぼ同じとなり、筋交いを入れる余地が無くな
ってしまう。そのため、柱に構造用合板を張って2本の
柱を固定することで、筋交いを省略することが認可され
た。
Therefore, if a heat insulating material having a thickness of 10 cm is used, the space dimension between the outer periphery and the room, that is, the cross-sectional dimension of the column is 10.
It is almost the same as 5 cm, and there is no room for bracing. Therefore, it was approved that the brace can be omitted by stretching the structural plywood on the pillars and fixing the two pillars.

【0005】そこで、従来はこの構造用合板の少なくと
も左右の2辺を柱に、建築物の外周面に沿って釘で打ち
つけ、左右の柱を固定する工法が一般的に用いられてき
たものである。
Therefore, conventionally, a construction method has been generally used in which at least two right and left sides of this structural plywood are used as pillars and nailed along the outer peripheral surface of the building to fix the left and right pillars. is there.

【0006】[0006]

【発明が解決しようとする課題】このように、建築物の
外周面に構造用合板を用いた場合、その構造用合板の室
内面には断熱材や、内張り材等が使用されることになる
が、これらは室内の湿度をそのまま通過させてしまう。
As described above, when the structural plywood is used on the outer peripheral surface of the building, a heat insulating material or a lining material is used on the inner surface of the structural plywood. However, these allow the indoor humidity to pass through.

【0007】一方、室外側に張られた構造用合板は冷た
い外気温で冷却されているため、断熱材や内張り材を通
過した湿気は、この冷却された構造用合板に当たって冷
却され、結露状態となってしまう。
On the other hand, since the structural plywood stretched on the outdoor side is cooled at a cold outside temperature, the moisture that has passed through the heat insulating material and the lining material hits the cooled structural plywood and is cooled to a dew condensation state. turn into.

【0008】それに加え、構造用合板の外面に張られた
外壁材は、湿度を通すものが多く、構造用合板に雨雪に
よる湿度も加わるため、これらが相まって、構造用合板
に剥離、腐食等が発生し、建築物の耐用年数を短くして
しまう欠点があった。
In addition, since most of the outer wall material stretched on the outer surface of the structural plywood is permeable to humidity, the structural plywood is also exposed to humidity due to rain and snow, and these combine to cause peeling and corrosion of the structural plywood. Occurs, which shortens the useful life of the building.

【0009】又、構造用合板を建築物の外周面に用いた
際、或いは従来の木製ボードを用いた際には、室内の内
張り用として、構造用合板程の厚さを必要とはしないも
のの、耐火ボード、或いはビニールクロス等の化粧用内
張り材の下地として、合板を用いなければならず、室内
側、室外側の何れにも合板を使用して、合板を2重に使
用しなければならない欠点もあった。
Further, when structural plywood is used on the outer peripheral surface of a building, or when conventional wooden boards are used, it is not necessary to have the same thickness as structural plywood for lining the room. , Plywood must be used as a base for decorative liners such as fireproof boards or vinyl cloth, and plywood must be used both indoors and outdoors to use double plywood. There were also drawbacks.

【0010】本発明は、従来工法の筋交いを無くした建
築物の構築法における前述の問題点を解決しするため
に、筋交いを無くすための構造用合板の結露等による寿
命の低下を防止すると共に、室内側での下張り用合板を
省略することも可能で、しかも工場で予め製作した壁パ
ネルを使用して構築できる建築物構築方法を提供するこ
とを目的とする。
The present invention solves the above-mentioned problems in the method of constructing a building that eliminates the braces of the conventional construction method, and prevents the life of the structural plywood for eliminating the braces from deteriorating due to dew condensation and the like. It is an object of the present invention to provide a method for constructing a building in which it is possible to omit the plywood for underlaying on the indoor side and to construct using a wall panel manufactured in advance in a factory.

【0011】[0011]

【課題を解決するための手段】本発明は、前述の目的を
達成するための建築物構築方法に関し、その方法は、
柱、桁等を軸組する従来工法で構築する建造物の筋交い
を使用すべき建造物において、少なくとも柱間の寸法と
ほぼ同寸法に左右の2辺が形成され、上下の2辺は、こ
れを挿入される柱の上下寸法に近似した寸法に形成さ
れ、且つ木材で外周枠を構成したパネル枠の少なくとも
1面に、構造用合板を張った壁パネルを、その構造用合
板を張った面を内側として、前記建造物の柱間に取り付
け、筋交いをなくしたものである。
SUMMARY OF THE INVENTION The present invention relates to a method of constructing a building for achieving the above object, which method comprises:
In a building where the brace of a building constructed by a conventional method of framing columns, girders, etc. should be used, at least two sides on the left and right are formed with dimensions approximately the same as the dimensions between the columns, and the upper and lower two sides are The wall panel in which the structural plywood is stretched on at least one surface of the panel frame which is formed to have a size close to the vertical dimension of the pillar to be inserted and which constitutes the outer peripheral frame of wood, and the surface in which the structural plywood is stretched The inside is attached to between the pillars of the building to eliminate the braces.

【0012】[0012]

【作用】本発明の建築物構築方法は、壁パネルの外周を
形成する外周枠の木材の内、少なくとも左右の2辺を構
成する木材が、左右の柱に釘等の固定手段で固定される
ことによって、壁パネルに張られた構造用合板は、その
厚さで、菱形等に変形する等のその平面内での変形がで
きないため、左右の柱が構造用合板の側、もしくは反対
側に傾くのを防止し、筋交いの使用を必要としなくして
いる。
According to the method of constructing a building of the present invention, of the wood of the outer peripheral frame forming the outer circumference of the wall panel, at least the left and right two woods are fixed to the left and right pillars by fixing means such as nails. As a result, the structural plywood stretched over the wall panel cannot be deformed within its plane, such as being deformed into a rhombus, etc., due to its thickness, so that the left and right pillars are on the side of the structural plywood or on the opposite side. It prevents leaning and eliminates the need for brace use.

【0013】そして、この構造用合板を室内側として、
壁パネルは柱間に固定されるので、壁パネルを室内と室
外の境界に使用する場合、断熱材は構造用合板の室外側
に使用されることになる。この断熱材によって、構造用
合板には直接に外気温が加わらないので、構造用合板の
温度は室内温に維持され、外気温まで低下することはな
い。
And, with this structural plywood as the interior side,
Since the wall panel is fixed between the columns, when the wall panel is used as a boundary between indoor and outdoor, the heat insulating material is used on the outdoor side of the structural plywood. With this heat insulating material, the outside air temperature is not directly applied to the structural plywood, so that the temperature of the structural plywood is maintained at the room temperature and does not fall to the outside air temperature.

【0014】そのため、湿度の高い室内でも、構造用合
板が室内温度に保たれており、且つ雨雪の湿気は、断熱
材、或いは壁パネルの外面側に、防水、防風、排湿性の
ある通気シートを張ることで、構造用合板に到達しない
ようにすることもできるため、構造用合板に結露を生じ
ることがなく、建築物の耐用年数を短くすることもな
い。
Therefore, the structural plywood is kept at room temperature even in a room with high humidity, and the moisture of rain and snow is vented to the outer surface of the heat insulating material or the wall panel with waterproof, windproof, and moisture-exhausting properties. Since it is possible to prevent the structural plywood from reaching the structural plywood by stretching the sheet, dew condensation does not occur on the structural plywood and the service life of the building is not shortened.

【0015】[0015]

【実施例】次に、本発明を室内と室外の境界の壁面に実
施した場合を、図1〜図4について説明する。図1は本
発明に使用される室内、室外の境界用の外壁パネルAを
示すもので、その外周枠1は、30×91mmの木材を
長方形に組み合わせて形成する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, the case where the present invention is applied to the wall surface of the boundary between the indoor and the outdoor will be described with reference to FIGS. FIG. 1 shows an outer wall panel A for use as a boundary between the interior and the exterior used in the present invention. The outer peripheral frame 1 is formed by combining timber of 30 × 91 mm into a rectangle.

【0016】この外周枠1の左右寸法は、3.5寸角の
柱を使用した一般の建築物における半間の柱B間の寸法
である808mm、もしくは1間の柱B間の半分の85
8mmとされ、上下寸法は土台枠Cと桁材D間の寸法2
800mmとされるもので、左右の中間には、補助枠2
が、且つ下から1820mmの位置を中心として貫材3
が外周枠1に固定される。
The outer frame 1 has a lateral dimension of 808 mm, which is the dimension between columns B between halves in a general building using 3.5 square columns, or 85 which is half between columns B between one column.
8 mm, and the vertical dimension is 2 between the base frame C and the girder D
The length is 800 mm, and the auxiliary frame 2 is placed between the left and right sides.
, And the penetrating material 3 centered on a position 1820 mm from the bottom
Is fixed to the outer peripheral frame 1.

【0017】そして、この外周枠1の1面には、厚さ9
mm、3×6と称される構造用合板4が上下に分割され
て、釘等の固定手段で張られるものであるが、前記の貫
材3は、この構造用合板4の接合部となるものである。
前記壁パネルAの外周枠1、補助枠2で区画された空間
にはグラスウール等の断熱材5が充填されるが、断熱材
5としてはグラスウールに限定されるものではなく、断
熱効果のある材料であれば、これを採用して差し支えな
い。
A thickness of 9 is formed on one surface of the outer peripheral frame 1.
mm, the structural plywood 4 referred to as 3 × 6 is divided into upper and lower parts and stretched by fixing means such as nails. The above-mentioned penetrating material 3 serves as a joint portion of the structural plywood 4. It is a thing.
The space defined by the outer peripheral frame 1 and the auxiliary frame 2 of the wall panel A is filled with a heat insulating material 5 such as glass wool, but the heat insulating material 5 is not limited to glass wool, but a material having a heat insulating effect. If so, this can be adopted.

【0018】更に、壁パネルAの構造用合板4とは反対
面に、例えば太陽プラスチック(株)のウルトラ防水通
気シートのような通気シート6が張られるが、この通気
シートとしては、防水性、防風性、排湿性があり、雨水
は通しにくいものを用いるのが望ましい。
Further, a ventilation sheet 6 such as, for example, an ultra waterproof ventilation sheet of Taiyo Plastic Co., Ltd. is stretched on the surface of the wall panel A opposite to the structural plywood 4. The ventilation sheet is waterproof, It is desirable to use a material that has windproofness and moisture drainage and is hard to pass rainwater.

【0019】このように構成された壁パネルAの外周枠
1の外周面には、独立気泡性の柔軟なスポンジ材等の厚
さ5×幅80mmの気密シール材7が貼りつけられてい
る。図2〜図4は、この壁パネルAの使用状態を示すも
のであるが、これらは1間の間隔の柱間に使用されてい
る状態を示している。
On the outer peripheral surface of the outer peripheral frame 1 of the thus constructed wall panel A, an airtight sealing material 7 having a thickness of 5 mm and a width of 80 mm, such as a closed-cell flexible sponge material, is attached. 2 to 4 show the state of use of the wall panel A, which shows the state in which the wall panel A is used between columns having an interval of 1.

【0020】この壁パネルAは、構造用合板4を室内側
として左右の柱Bと土台枠C、桁D間に嵌め込まれる
が、これらとの間に生ずる僅かの空隙は、気密シール材
7が圧縮されてこの空隙を充填し、外気を遮断する。そ
して、壁パネルAの厚さは、外周枠1の幅91mmに、
構造用合板4の厚さ9mmを加えた厚さ100mmであ
るため、3.5寸角の柱の断面幅100mmとほぼ同一
であるため、構造用合板4の表面と、柱Bの表面とを面
一とすることができる。
The wall panel A is fitted between the left and right pillars B and the base frame C and the girder D with the structural plywood 4 as the interior side, and the airtight sealing material 7 is a slight gap formed between them. It is compressed and fills this void, blocking the outside air. The thickness of the wall panel A is 91 mm in width of the outer peripheral frame 1,
Since the thickness is 100 mm, which is the sum of the thickness of 9 mm for the structural plywood 4, it is almost the same as the cross-sectional width of 100 mm for a 3.5-inch square column. Therefore, the surface of the structural plywood 4 and the surface of the column B are Can be flush.

【0021】この嵌め込まれた壁パネルAは、柱B、土
台枠C、桁Dに、その構造用合板4から外周枠1を通し
て、釘で打ちつける等の手段で、これらに固定される。
前述のように、この壁パネルAの室内側は、柱Bと面一
であるので、構造用合板4から柱Bに跨がって、表面に
段差を生じることなしに、耐火ボードやビニールクロス
等の化粧用内装材を張ることができる。
The fitted wall panel A is fixed to the pillar B, the base frame C, and the girder D through the structural plywood 4 through the outer peripheral frame 1 by nailing or the like.
As described above, since the interior side of the wall panel A is flush with the pillar B, the refractory board or vinyl cloth extends from the structural plywood 4 to the pillar B without causing a step on the surface. It is possible to stretch the interior material for makeup such as.

【0022】又、室外側には、これまでと同様な手段
で、例えば外壁面に貫材を張り、その上をモルタル加工
する等の外壁仕上げを行うことができるものであるが、
外壁仕上げは、この方法に限定されるものではない。こ
のように、壁パネルAを用いれば、柱B、土台枠C、桁
Dに固定された外周枠1と構造用合板4とが一体的に構
成されているため、柱Bが構造用合板4側、或いは反対
側に向かって傾くのを阻止し、筋交いと同様な働きをす
る。
On the outside of the room, the outer wall can be finished by the same means as before, for example, by penetrating the outer wall and mortaring the outer wall.
The outer wall finish is not limited to this method. As described above, when the wall panel A is used, the pillar B, the base frame C, and the outer peripheral frame 1 fixed to the girder D and the structural plywood 4 are integrally configured. Prevents leaning toward one side or the other, and acts like a brace.

【0023】更に、構造用合板4は、室内側に位置し、
外気とは断熱材5で温度を遮断されているので、外気の
温度が構造用合板4に伝達されず、構造用合板4は室内
温度に保たれる。そのため、室内が高湿度でも、構造用
合板4が冷えているための結露がない。
Further, the structural plywood 4 is located on the indoor side,
Since the temperature of the outside air is blocked by the heat insulating material 5, the temperature of the outside air is not transmitted to the structural plywood 4, and the structural plywood 4 is kept at the room temperature. Therefore, even if the room has high humidity, there is no dew condensation because the structural plywood 4 is cold.

【0024】且つ、外気の雨雪による湿度は、主として
通気シート6で遮断され、構造用合板4には到達せず、
到達しても外気温度よりも構造用合板4の温度の方が高
いため、構造用合板4の外部側が結露することもない。
従って、結露による構造用合板4の層剥離や、腐食によ
る強度低下がなくなり、建築物の耐用年数が短くなるの
が防止され、長期の使用に耐えることができるものであ
る。
Further, the humidity due to the rain and snow of the outside air is mainly blocked by the ventilation sheet 6 and does not reach the structural plywood 4,
Even if it reaches, the temperature of the structural plywood 4 is higher than the outside air temperature, so that the outside of the structural plywood 4 does not condense.
Therefore, delamination of the structural plywood 4 due to dew condensation and strength reduction due to corrosion are prevented, the useful life of the building is prevented from being shortened, and long-term use can be endured.

【0025】次に、本発明の第2の実施例として、壁パ
ネルを内壁パネルとした場合について、図6〜図8によ
り説明する。この場合の壁パネルEは、左右の柱Bに固
定する厚さ22mm、幅91mmの左右枠11の上下面
に、厚さ16mm、幅91mmの上下枠12を打ちつけ
て、桁Dと土台枠Cとの間隔2800mmよりも小さい
柱Bの間隔が半間である場合用の高さ2450mm、幅
808mmの外形の外周枠13を形成する。
Next, as a second embodiment of the present invention, a case where the wall panel is an inner wall panel will be described with reference to FIGS. In the wall panel E in this case, the upper and lower surfaces of the left and right frame 11 having a thickness of 22 mm and a width of 91 mm which are fixed to the right and left columns B are struck with the upper and lower frames 12 having a thickness of 16 mm and a width of 91 mm to form the girder D and the base frame C. The outer peripheral frame 13 having an outer shape with a height of 2450 mm and a width of 808 mm is formed for the case where the distance between the pillars B, which is smaller than the distance between 2800 mm and 2,800, is half.

【0026】この外周枠13の左右の中心に、補助枠1
4を固定すると共に、左右枠11には、下から455m
m毎を中心として、厚さ16mm、幅100mmの貫材
15を、左右枠11を窪ませて、外周枠13の前後両面
に打ちつける。尚、外周枠13の1面に打ちつける貫材
14は、その一部を前記の寸法よりも小さい幅のものと
しても良い。
The auxiliary frame 1 is provided at the left and right centers of the outer peripheral frame 13.
4 is fixed and the left and right frames 11 are 455 m from the bottom.
A penetration member 15 having a thickness of 16 mm and a width of 100 mm is dented in the left and right frames 11 and is struck on both front and rear surfaces of the outer peripheral frame 13 centering on each m. Incidentally, the penetrating material 14 to be hit on one surface of the outer peripheral frame 13 may have a part having a width smaller than the above size.

【0026】そして、この外周枠13の1面には、厚さ
9mmの構造用合板4を釘等で打ちつけて、外周枠13
と構造用合板4とを一体化し、全厚さが100mmの内
壁用の壁パネルEとする。この壁パネルEは、図5、図
7に示すように、土台枠Cから112mm上がった位置
に、その下辺が位置するよう、柱B間に挿入され、左右
枠13から柱Bに向かって釘を打ちつける等の手段で、
柱B間に固定する。
Then, on one surface of the outer peripheral frame 13, a structural plywood 4 having a thickness of 9 mm is struck by a nail or the like, and the outer peripheral frame 13 is
And the structural plywood 4 are integrated into a wall panel E for the inner wall having a total thickness of 100 mm. As shown in FIGS. 5 and 7, the wall panel E is inserted between the pillars B so that the lower side thereof is located at a position 112 mm higher than the base frame C, and nails are directed from the left and right frames 13 toward the pillar B. By hitting,
Fix between columns B.

【0027】従って、前実施例と同様に、構造用合板4
と柱Bの面は面一となり、ビニール、クロス等の化粧用
内装材を、表面に段差を生じることなく貼ることがで、
下地として合板を貼る必要がなくなる。又、構造用合板
4の反対面にも、化粧用内装材を貼る場合には、この面
の外周枠13上から柱Bにかけて、合板を貼るものであ
る。
Therefore, as in the previous embodiment, the structural plywood 4
The surface of the pillar B and the surface of the pillar B are flush with each other, and it is possible to apply a decorative material such as vinyl or cloth without forming a step on the surface,
There is no need to apply plywood as a base. Further, when the interior material for makeup is attached to the opposite surface of the structural plywood 4, the plywood is attached from above the outer peripheral frame 13 to the pillar B.

【0028】この実施例においても、前実施例と同様に
して、左右の柱Bの傾くのを構造用合板4の強度で防止
できるため、筋交いの必要はなくなる。前記の各実施例
においては、壁パネルA、Eの厚さを100mm、柱B
の断面寸法を100mmとして、両者の面が面一となる
ようにしたが、柱Bとして、断面寸法がこれよりも大き
い材料を使用したり、外周枠1、13の厚さを小さくす
る等の手段によって、壁パネルA、Eに貼った化粧用内
装材が、柱Bよりも凹んでいる真壁とすることもでき
る。
Also in this embodiment, similarly to the previous embodiment, the strength of the structural plywood 4 can prevent the left and right columns B from inclining, so that there is no need for bracing. In each of the above-mentioned embodiments, the thickness of the wall panels A and E is 100 mm, and the pillar B is
Although the cross-sectional dimension of 100 is set to 100 mm so that both surfaces are flush with each other, the pillar B may be made of a material having a cross-sectional dimension larger than this, or the outer peripheral frames 1 and 13 may be made thinner. By the means, the interior material for makeup attached to the wall panels A and E may be a true wall which is recessed more than the pillar B.

【0029】[0029]

【発明の効果】本発明は叙上のように、壁パネルのパネ
ル枠である外周枠を、少なくとも左右の柱に固定するこ
とによって、壁パネルの構造用合板が柱の傾くのを阻止
するので、従来工法における筋交いと同様な働きをす
る。
As described above, according to the present invention, by fixing the outer peripheral frame which is the panel frame of the wall panel to at least the left and right columns, the structural plywood of the wall panel prevents the columns from tilting. , It works like the brace in the conventional method.

【0030】従って、従来工法では必須要件である筋交
いが省略でき、柱間に、柱の断面寸法に近似した厚さの
断熱材を収容することができ、冷房や暖房の効果を高め
ることができる。
Therefore, the bracing, which is an essential requirement in the conventional construction method, can be omitted, a heat insulating material having a thickness close to the cross-sectional dimension of the pillar can be housed between the pillars, and the effect of cooling or heating can be enhanced. .

【0031】そして、壁パネルの構造用合板を室内側と
したので、その室外側に断熱材を設置することが可能と
なり、外気温度はこの断熱材で遮断され、構造用合板に
は加わらないため、構造用合板は室内気温に保たれ、室
内が高湿度でも構造用合板に結露を生じることはない。
そのため、構造用合板が結露によって、層剥離を生じた
り、腐食したりすることがなく、この構築方法を採用し
た建築物は、耐用年数が短くなることがない。
Since the structural plywood of the wall panel is on the indoor side, it is possible to install a heat insulating material on the outdoor side, and the outside air temperature is blocked by this heat insulating material and does not add to the structural plywood. The structural plywood is kept at the room temperature, and even if the indoor humidity is high, no condensation occurs on the structural plywood.
Therefore, the structural plywood does not cause delamination or corrosion due to dew condensation, and the service life of the building employing this construction method is not shortened.

【0032】しかも、壁パネルは、建築物の寸法を規格
化すれば、規格化した寸法で予め工場で生産しておい
て、これを現場でこれを柱間に取り付けるようにするこ
とができ、建築物の構築に際し、工数の簡略化を計ると
共に、構築期間の短縮や、人手を省くことができる等の
効果を有するものである。
Moreover, the wall panel can be manufactured in a factory with the standardized size in advance by standardizing the size of the building, and this can be mounted on the pillar between the columns on site. When constructing a building, the man-hours can be simplified, the construction period can be shortened, and manpower can be saved.

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

【図1】本発明の第1実施例の外壁パネルとした場合の
1部を切欠した斜面図である。
FIG. 1 is a partially cutaway perspective view of an outer wall panel according to a first embodiment of the present invention.

【図2】図1の壁パネルを1間の柱間用とした場合の使
用状態を示す斜面図である。
FIG. 2 is a perspective view showing a usage state when the wall panel of FIG. 1 is used for a space between columns.

【図3】同上の横断面図である。FIG. 3 is a transverse sectional view of the above.

【図4】同上の縦断面図である。FIG. 4 is a vertical sectional view of the above.

【図5】本発明の第2実施例の内壁パネルとした場合の
斜面図である。
FIG. 5 is a perspective view of an inner wall panel according to a second embodiment of the present invention.

【図6】同上の壁パネルの使用状態の横断面図である。FIG. 6 is a transverse cross-sectional view of the wall panel of the above when in use.

【図7】同上の縦断面図である。FIG. 7 is a vertical sectional view of the above.

【符号の説明】[Explanation of symbols]

A 壁パネル B 柱 C 土台枠 D 桁 E 壁パネル 1、13 外周枠 4 構造用合板 5 断熱材 A wall panel B pillar C base frame D girder E wall panel 1, 13 outer peripheral frame 4 structural plywood 5 heat insulating material

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 E04B 2/56 644 K 6951−2E 645 B 6951−2E 1/64 E 1/76 T E04C 2/38 S ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Office reference number FI Technical display area E04B 2/56 644 K 6951-2E 645 B 6951-2E 1/64 E 1/76 T E04C 2 / 38 S

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】柱、桁等を軸組する従来工法で構築する建
造物の筋交いを使用すべき建造物において、少なくとも
柱間の寸法とほぼ同寸法に左右の2辺が形成され、上下
の2辺は、これを挿入される柱の上下寸法に近似した寸
法に形成され、且つ木材で外周枠を構成したパネル枠の
少なくとも1面に、構造用合板を張った壁パネルを、そ
の構造用合板を張った面を内側とし、前記建造物の柱間
に取り付け、筋交いをなくしたことを特徴とする建築物
構築方法。
1. In a building for which a brace of a building constructed by a conventional method of framing pillars, girders, etc. is to be used, at least two left and right sides are formed to have substantially the same size as the size between pillars, and The two sides have a wall panel in which structural plywood is applied to at least one surface of a panel frame which is formed to have a size close to the vertical dimension of a column into which the column is to be inserted and which has a peripheral frame made of wood. A method for constructing a building, characterized in that a plywood-clad surface is placed inside and is attached between columns of the building to eliminate brace.
JP19508191A 1991-07-10 1991-07-10 Construction method of building Pending JPH0842025A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19508191A JPH0842025A (en) 1991-07-10 1991-07-10 Construction method of building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19508191A JPH0842025A (en) 1991-07-10 1991-07-10 Construction method of building

Publications (1)

Publication Number Publication Date
JPH0842025A true JPH0842025A (en) 1996-02-13

Family

ID=16335238

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19508191A Pending JPH0842025A (en) 1991-07-10 1991-07-10 Construction method of building

Country Status (1)

Country Link
JP (1) JPH0842025A (en)

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