JP2005201025A - Construction method of wooden building - Google Patents

Construction method of wooden building Download PDF

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JP2005201025A
JP2005201025A JP2004038991A JP2004038991A JP2005201025A JP 2005201025 A JP2005201025 A JP 2005201025A JP 2004038991 A JP2004038991 A JP 2004038991A JP 2004038991 A JP2004038991 A JP 2004038991A JP 2005201025 A JP2005201025 A JP 2005201025A
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corner
pillars
wooden
wall
base
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Shinichi Tomaru
眞一 東丸
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HIGASHIMARU MOKUZAI KOGYO KK
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HIGASHIMARU MOKUZAI KOGYO KK
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<P>PROBLEM TO BE SOLVED: To provide a construction method of a wooden building, for improving durability and a dwelling environment of the wooden building, reducing cost in disassembling processing, and activating forestry and a timber industry by effective use of surplus wood, by simplifying a structure, while imparting moistureproof performance to a foundation structure. <P>SOLUTION: A concrete individual foundation 5 is arranged on a base 1 of the ground surface. A sill 7 combined by vertically superposing two square timbers on a large number of individual foundations 5 spottedly arranged on the ground surface so that the directions of the butt end and the tip end are inversely arranged, is placed and fastened in a state of interposing a moistureproof member 6 between the individual foundations 5. A wall structure is constructed by respectively building up a corner column 11 in a corner part of the sill 7, and a wall panel 13 formed by using a wooden square timber in a position between the corner columns 11, on this sill 7, and a roof set is assembled on this wall structure. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

この発明は、木製角材を主体に使用し、耐震性と保温性に優れた建物を構築することができる木造建築の構築方法に関する。  The present invention relates to a construction method of a wooden building that can use a wooden slab mainly and can construct a building excellent in earthquake resistance and heat insulation.

従来の一般的な住宅用の木造建築は、地面上に設けた布基礎やベタ基礎の上に土台を載置固定し、この土台上のコーナ部分に建て込んだ隅柱の上端間に桁を設け、土台と桁の間に通し柱と間柱を建て込むみ、これら柱郡の両面に板を張設して壁構造を構築し、この壁構造の上に屋根となる小屋組を設けた構造になっている。  In a conventional general wooden structure for a house, a base is placed and fixed on a cloth foundation or a solid foundation provided on the ground, and a girder is placed between the upper ends of corner pillars built in a corner portion on this foundation. Establish a wall structure between the foundation and the girder by inserting through pillars and studs, and constructing a wall structure by laying plates on both sides of the pillar group, and building a roof set on this wall structure It has become.

ところで、コンクリート製の布基礎やベタ基礎は、水分の透過を完全に遮断することができないため、建物の床部における湿度の問題が生じ、木造建築の耐久性を低下させる大きな要因になっていると共に、コンクリート製の布基礎やベタ基礎の構築は、木造建築の解体時にその基礎の撤去に手間と時間がかかり、しかも多量の廃棄物を生じさせるため、木造建築を借地に建設した場合の借地権の契約切れ後の解体処理に、多額の経費が発生するという問題がある。  By the way, concrete cloth foundations and solid foundations cannot completely block the permeation of moisture, resulting in a humidity problem in the floor of the building, which is a major factor in reducing the durability of wooden buildings. At the same time, the construction of concrete cloth foundations and solid foundations takes time and effort to remove the foundations when dismantling wooden structures, and also generates a lot of waste. There is a problem that a large amount of expenses are incurred in the dismantling process after the rights contract expires.

また、従来の木造建築は、建物の四隅にある柱が耐震強度を担うことになるが、各コーナに一本の隅柱を建てた構造では、隅柱の強度向上に限界があり、実際に地震を受けた木造建築が隅柱の倒れによって倒壊しているのが現実である。  In addition, in conventional wooden buildings, the pillars at the four corners of the building bear the seismic strength, but in the structure in which one corner pillar is built in each corner, there is a limit to improving the strength of the corner pillar, The reality is that a wooden building that has undergone an earthquake has collapsed due to the fall of a corner pillar.

さらに、国内における林業の近年の状態は、木材の需要減少や人手不足等により、伐採して木造建築に利用できる木材をそのまま放置したり、造成や土砂の採取によって切り出された木材をそのまま野積みしているのが現状であり、木材資源の有効利用が急務になっている。  Furthermore, the recent state of forestry in Japan is that, due to a decrease in demand for timber and labor shortages, timber that can be cut and used for wooden constructions is left as it is, or timber that has been cut out by creation or collection of soil is left as it is. Currently, there is an urgent need for effective use of wood resources.

そこで、この発明の課題は、基礎構造に防湿性を付与すると共に構造の簡略化により、木造建築の耐久性と住環境を向上させ、かつ、解体処理時の経費低減が図れると共に、耐震強度に優れた建物を構築でき、しかも、木材の消費を拡大することにより、余剰木材の有効利用により林業や木材産業の活性化を実現することができる木造建築の構築方法を提供することにある。  Therefore, the object of the present invention is to provide moisture resistance to the foundation structure and simplify the structure, thereby improving the durability and living environment of the wooden building, reducing costs during dismantling treatment, and improving the earthquake resistance. An object of the present invention is to provide a method for constructing a wooden building that can construct an excellent building and can activate forestry and the timber industry by effectively using surplus timber by expanding consumption of timber.

上記のような課題を解決するため、この発明は、地面の孔に栗石を入れ、その上にコンクリートを打設して形成したベース上にコンクリート製の独立基礎を設置し、地面上に点在して配置した多数の上記独立基礎上に、元口と末口の方向が逆配置となるよう上下に二本の角材を重ねて組み合わせた土台を、該独立基礎との間に防湿部材を介させた状態で載置して締結し、この土台上に、土台上のコーナ部分に隅柱と、隅柱間の位置に木製角材を用いて形成した壁用パネルをそれぞれ建て込み、コーナ部分において隅柱と壁用パネルを形成する柱材の合計三本の柱を集合させた壁構造を構築し、更に、この壁構造の上に屋根組を組み立てる構成を採用したものである。  In order to solve the above-mentioned problems, the present invention installs an independent foundation made of concrete on a base formed by putting a chestnut into a hole in the ground and placing concrete on the hole, and is scattered on the ground. A base composed of a combination of two square members stacked on top and bottom so that the direction of the front and rear ends is reversed on a large number of the above-described independent foundations, with a moisture-proof member interposed between the independent foundations. Mounted and fastened in this state, built a corner column in the corner part on the foundation, and a wall panel formed using wooden squares in the position between the corner pillars on this foundation. A wall structure is constructed in which a total of three pillars that form the corner pillar and the wall panel are assembled, and a structure in which a roof assembly is assembled on the wall structure is adopted.

ここで、壁用パネルに、隅柱と同じ大きさの断面を有する柱材を両側に用いた枠体の内部に断熱用の木製角材を張設し、両面をフラットに仕上げて形成された壁用パネルを用いたり、上記土台上の隅柱間に隅柱と同じ大きさの断面を有する間柱を壁用パネルが納まる間隔で建て込み、隅柱と間柱間及び間柱相互間にそれぞれ壁用パネルを建て込み、各壁用パネルはその柱材を隅柱及び間柱と、ホゾとホゾ溝を用いて結合し、壁構造の内外面をフラット面に仕上げるようにすることができる。  Here, the wall panel is formed by stretching wooden squares for heat insulation inside the frame using pillars having the same cross section as the corner pillars on both sides, and finishing both sides flat. A wall panel is installed between the corner pillars on the base, and a pillar having the same cross section as that of the corner pillar is installed in the space between the corner pillars and between the pillars and between the pillars. Each wall panel can be constructed such that the wall members are joined to each other using corner pillars and inter-columns, and tenon and tenon grooves to finish the inner and outer surfaces of the wall structure into a flat surface.

また、上記点在して配置したコンクリート製の独立基礎間の上部に、断熱用の板を着脱自在に張設するようにしてもよい。  In addition, a heat insulating plate may be detachably stretched on the upper part between the concrete independent foundations arranged in a scattered manner.

上記した土台と隅柱、間柱及び壁用パネルの柱材は、例えば、100mm×100mmの木製角材を用い、土台は元口と末口の方向が逆配置となるよう上下に二本の角材を重ねて組み合わせることにより、一本物の角材の両端部での強度の違いを補正すると共に、経時的な反りの発生を相殺することができる。  The base and corner pillars, the pillars, and the wall panel pillars are, for example, wooden squares of 100 mm x 100 mm, and the base is made of two squares up and down so that the direction of the main entrance and the end is reversed. By combining them together, it is possible to correct the difference in strength at both ends of a single square bar and to cancel the warping over time.

また、壁用パネルは、柱材を用いた枠体の内部で両側柱材に、柱材よりも細い縦桟を固定し、この縦桟間に縦桟と等しい断面の断熱用の木製角材を張設し、枠体の両面の凹部に平板を張設することにより、両面をフラットに仕上げて形成され、上記土台と隅柱、間柱及び壁用パネルの寸法を一定化することにより、壁構造の内外面がフラット面に仕上ることになる。  In addition, the wall panels are fixed to both side pillars inside the frame using pillars, and vertical bars that are thinner than the pillars are fixed. The wall structure is formed by stretching and flattening the flat plate on both sides of the frame, and by flattening both sides, and by making the dimensions of the foundation, corner pillars, studs and wall panels constant. The inner and outer surfaces of the flat finish.

上記壁用パネルは、柱材を用いた枠体の内部に断熱用の木製角材を直接張設して、両面をフラットに仕上げた構造でもよい。  The wall panel may have a structure in which both sides of the wall panel are flattened by directly stretching a wooden square for heat insulation inside a frame using a pillar material.

この発明によると、地面のベース上にコンクリート製の独立基礎を設置し、地面上に点在して配置した多数の上記独立基礎上に土台を、防湿部材を介させた状態で載置して締結し、この土台上に、壁構造と小屋組を組み立てるようにしたので、独立基礎と木製の土台を防湿部材で縁を切ることができ、地面からの湿気を土台に達しないようにすることで、土台を湿気から確実に守り、木製建築物の湿気による腐食の発生を抑えて耐久性の向上を図ることができる。  According to the present invention, the independent foundation made of concrete is installed on the base of the ground, and the foundations are placed on the numerous independent foundations scattered on the ground with the moisture-proof members interposed therebetween. Fasten and assemble the wall structure and hut assembly on this foundation, so that the edge of the independent foundation and the wooden foundation can be cut with moisture-proof members so that moisture from the ground does not reach the foundation Thus, the foundation can be surely protected from moisture, and the occurrence of corrosion due to moisture in the wooden building can be suppressed to improve durability.

また、上記土台は、元口と末口の方向が逆配置となるよう上下に二本の角材を重ねて組み合わせたので、一本物の角材の両端部での強度の違いを補正すると共に、経時的な反りの発生を相殺することができることになり、土台の強度と耐久性の向上を図ることができる。  In addition, since the above-mentioned foundation is combined with two square bars stacked on top and bottom so that the directions of the front end and the end are reversed, the difference in strength at both ends of a single square bar is corrected, and over time The occurrence of a typical warp can be offset, and the strength and durability of the base can be improved.

また、土台上のコーナ部分に隅柱と、隅柱間の位置に木製角材を用いて形成した壁用パネルをそれぞれ建て込み、コーナ部分において隅柱と壁用パネルを形成する柱材の合計三本の柱を集合させたので、隅部の強度向上により耐震性に優れた建物を構築することができる。  In addition, corner columns on the foundation are built with corner columns and wall panels formed with wooden squares between the corner columns. Since the pillars of the book are assembled, it is possible to construct a building with excellent earthquake resistance by improving the strength of the corners.

更に、隅柱の断面径と壁用パネルの厚さを同一とすることにより、壁構造は両面がフラットになり、内外装の施工が簡単で美しく仕上がり、壁構造の壁用パネルは、その空間が断熱用の角材で埋められているので、断熱性に優れた建物を構築することができる。  Furthermore, by making the cross-sectional diameter of the corner column and the thickness of the wall panel the same, the wall structure becomes flat on both sides, the interior and exterior construction is easy and beautifully finished. Since it is filled with squares for heat insulation, it is possible to construct a building with excellent heat insulation.

また、独立基礎を地面に設けたベース上に点在して配置したので、簡単に撤去することができ、解体処理時の経費低減が図れると共に、木製角材の使用で建物を構築でき、木材の消費を拡大することにより、余剰木材の有効利用により林業や木材産業の活性化を実現することができる  In addition, because the independent foundations are scattered and arranged on the base provided on the ground, it can be easily removed, the cost for dismantling can be reduced, and the building can be constructed by using wooden squares. By increasing consumption, it is possible to activate the forestry and timber industries through the effective use of surplus timber.

地面の孔に栗石を入れ、その上にコンクリートを打設して形成したベース上にコンクリート製の独立基礎を設置し、地面上に点在して配置した多数の上記独立基礎上に、元口と末口の方向が逆配置となるよう上下に二本の角材を重ねて組み合わせた土台を、防湿部材を介させた状態で載置して締結し、この土台上に、隅柱と、隅柱間の位置に木製角材を用いて形成した壁用パネルをそれぞれ建て込み、コーナ部分において隅柱と壁用パネルを形成する柱材の合計三本の柱を集合させた壁構造を構築する。  Place independent foundations made of concrete on a base formed by placing crushed stone into holes in the ground and then cast concrete on them, and on the many independent foundations scattered on the ground, Place and fasten the foundation with two square members stacked on top and bottom so that the end and the direction of the end are reversed. Wall panels formed using wooden squares are built in the positions between the columns, and a wall structure is constructed in which a total of three columns of the column members that form the corner columns and the wall panels are assembled at the corners.

以下、この発明の実施例を図示例と共に説明する。  Embodiments of the present invention will be described below together with illustrated examples.

図3は、基礎構造を示し、木造の建物を構築せんとする地面に、建物の平面形状に合わせた配置で多数のベース1を構築する。このベース1は、掘削した孔2に栗石3を入れてその上部に目潰しコンクリート4を打設して構築され、各ベース1上にコンクリート製の独立基礎5を設置する。  FIG. 3 shows a basic structure, and a large number of bases 1 are constructed on the ground where a wooden building is to be constructed in an arrangement according to the planar shape of the building. This base 1 is constructed by putting chestnut stone 3 in the excavated hole 2 and placing crushing concrete 4 on the top thereof, and installing an independent foundation 5 made of concrete on each base 1.

上記コンクリート製の独立基礎5は、下部が大径の円錐台形や角錐台形に形成し、各ベース1上に設置することにより、建物の土台を支持する位置に所定の間隔で並べた点在的な配置となり、この独立基礎5はベース1と目潰しコンクリート4で結合されることになる。  The above-mentioned concrete independent foundations 5 are formed in a truncated cone shape or a truncated pyramid shape with a large lower portion, and are installed on each base 1 so that they are arranged at predetermined intervals at positions that support the foundation of the building. The independent foundation 5 is connected to the base 1 by the crushed concrete 4.

上記各独立基礎5の上端面にビニールシート等の防湿材6を敷設し、この防湿材6を介して各独立基礎5上にわたって土台7が平面的に枠状となるよう載置される。  A moisture-proof material 6 such as a vinyl sheet is laid on the upper end surface of each independent foundation 5, and the foundation 7 is placed on the independent foundation 5 through the moisture-proof material 6 so as to have a frame shape in a plane.

この土台7は、元口と末口の方向が逆配置となるよう上下に二本の木製角材7aと7bを重ねて組み合わせた構造を有し、独立基礎5に上方に突出するよう埋設した所要数本のアンカーボルト8に貫通孔9を挿入し、アンカーボルト8に螺合したナット10の締め付けにより、独立基礎5と固定化されている。  This base 7 has a structure in which two wooden square members 7a and 7b are stacked and combined so that the directions of the front and rear ends are reversed, and are embedded in the independent foundation 5 so as to protrude upward. The through-hole 9 is inserted into several anchor bolts 8 and fixed to the independent foundation 5 by tightening nuts 10 screwed into the anchor bolts 8.

このように、土台7は、上下に二本の木製角材7aと7bを元口と末口の方向が逆配置となるよう重ねると、木製角材7aと7bの両端部での強度の違いを補正することができ、また、角材7aと7bの経時的な反りの発生を相殺することができ、土台7の強度を向上させることができると共に、変形の発生を防ぐことができるという利点がある。  In this way, the base 7 corrects the difference in strength between the two ends of the wooden squares 7a and 7b when the two wooden squares 7a and 7b are stacked on top and bottom so that the directions of the front and rear ends are reversed. Further, there is an advantage that the warpage of the square bars 7a and 7b with time can be canceled out, the strength of the base 7 can be improved, and the occurrence of deformation can be prevented.

図1と図4のように、上記土台7上には、土台7上のコーナ部分に隅柱11と、隅柱11間の位置に所要数の間柱12と、隅柱11と間柱12間及び間柱12間に壁用パネル13をそれぞれ建て込むと共に、これらの上部に土台7と同様、上下に二本の木製角材14aと14bを重ねた軒げた14を載置結合することにより壁構造が構築される。  As shown in FIG. 1 and FIG. 4, on the base 7, the corner column 11 on the base 7 has a corner column 11, a required number of columns 12 between the corner columns 11, and between the corner column 11 and the column 12. Each of the wall panels 13 is built between the studs 12, and the wall structure is constructed by placing and connecting the eaves 14 in which two wooden squares 14 a and 14 b are stacked on the upper and lower sides like the base 7. Is done.

図5は、壁用パネル13の第1の例を示し、両側の縦枠材15と上下枠材16を用いて上下に長い矩形状の枠体17を組み、両側縦枠材15の内面側全長に枠材15よりも一回り小径の縦桟材18を固定し、対向する縦桟材18間に、縦桟材18と同じ断面径の多数の断熱用角材19を順次積み重ね状にして配置し、枠体17内で断熱用角材19の両面に生じた凹部に、この凹部に適合する厚みの平板20をそれぞれ張設し、両面をフラットに仕上げた構造になっている。  FIG. 5 shows a first example of the wall panel 13, in which a vertically long rectangular frame 17 is assembled using the vertical frame members 15 and the upper and lower frame members 16 on both sides, and the inner surface side of the vertical frame members 15 on both sides. A vertical beam 18 that is slightly smaller in diameter than the frame material 15 is fixed to the entire length, and a number of heat insulating squares 19 having the same cross-sectional diameter as the vertical beam 18 are sequentially stacked between the opposing vertical beams 18. The flat plate 20 having a thickness suitable for the concave portions is stretched in the concave portions generated on both surfaces of the heat insulating square member 19 in the frame body 17 so that both surfaces are finished flat.

図6に示す第2の例の壁用パネル13は、上記と同様の枠体17の内部に、縦枠材15の半分の断面径の多数の断熱用の角材21を両面側から順次積み重ね状に配列することで、両面をフラットに仕上げた構造になっている。  The wall panel 13 of the second example shown in FIG. 6 is formed by sequentially stacking a number of insulating squares 21 having a half cross-sectional diameter of the vertical frame member 15 from both sides in a frame 17 similar to the above. By arranging in a flat, both sides are finished flat.

なお、壁用パネル13は何れの例においても、断熱用角材19、21の配列パターンを水平だけでなく、傾斜状に配列するようにしてもよい。  In any example, the wall panel 13 may be arranged so that the arrangement pattern of the insulating square members 19 and 21 is not only horizontal but also inclined.

上記のように、壁用パネル13は、枠材15、16を用いた枠体17の内部に断熱用の木製角材19又は21を張設して形成され、上記した土台7と隅柱11、間柱12、軒げた14及び壁用パネル13の枠材15、16は、例えば、100mm×100mmの木製角材が用いられ、このように、土台7と隅柱11、間柱12、軒げた14の断面径及び壁用パネル13の厚み寸法を一定化することにより、組み立てた壁構造の内外面がフラット面に仕上ることになる。  As described above, the wall panel 13 is formed by stretching the heat insulating wooden squares 19 or 21 inside the frame 17 using the frame members 15 and 16, and the base 7 and the corner pillars 11, For example, 100 mm × 100 mm wooden squares are used for the frame members 12, the eaves 14, and the frame members 15, 16 of the wall panel 13. By making the diameter and the thickness of the wall panel 13 constant, the inner and outer surfaces of the assembled wall structure are finished to a flat surface.

図7は、壁用パネル13相互の結合のための構造を示し、壁用パネル13の縦枠材15の互いに重なり合う外面に凹溝22を長さ方向に沿って設け、両凹溝22にわたって結合用角材23を嵌め込むことにより結合するようにしている。このような凹溝22と結合用角材23を用いた結合方法は、壁用パネル13と隅柱11又は間柱12の結合、壁用パネル13の組み立てにおける縦枠材15と縦桟材18の結合にも採用できる。  FIG. 7 shows a structure for coupling the wall panels 13 to each other, and a groove 22 is provided along the length direction on the outer surface of the vertical frame member 15 of the wall panel 13 that overlaps with each other. It is made to couple | bond by inserting the square member 23 for use. Such a connecting method using the concave groove 22 and the connecting square member 23 is the connection between the wall panel 13 and the corner column 11 or the inter-column 12, and the connection between the vertical frame member 15 and the vertical beam member 18 in the assembly of the wall panel 13. It can also be adopted.

このように、縦枠材15と隅柱11、間柱12、縦桟材18に凹溝22を長さ方向に沿って設けることにより、これらを形成する角材の割れ防止が行えることになる。  In this way, by providing the vertical frame member 15, the corner post 11, the inter-column 12, and the vertical beam member 18 along the length direction, the square member forming them can be prevented from cracking.

図8は、土台7上に建て込んだ壁用パネル13と土台7の結合、壁用パネル13と軒げた14の結合のための構造を示し、壁用パネル13と土台11、軒げた14を形成する角材の重なり合う対応位置にホゾ孔24をそれぞれ設け、両ホゾ孔24にわたってホゾ25を嵌め込むことにより結合するようになっている。  FIG. 8 shows a structure for connecting the wall panel 13 and the base 7 built on the base 7, and for connecting the wall panel 13 and the eaves 14. The wall panel 13, the base 11, and the eaves 14 are connected to each other. The tenon holes 24 are respectively provided at corresponding positions where the square bars to be formed are overlapped, and the tenon 25 is fitted into both the tenon holes 24 to be coupled.

図9に示す第3の例の壁用木製パネル8は、同一長さの単板41を複数並べて接着した三枚の集合板42を、その木目が順次交差する配置となるように重ねて接着固定し、一辺が両側縦枠材20の間に納まる正方形で柱の幅と同様の厚みを有する面板43とし、この面板43の四周縁に凹溝44を周設し、この四周囲の凹溝44内に接続板45をその一部が外側に突出するよう嵌め込み固定し、両側縦枠材20の対向面に設けた凹溝に両側の接続板を嵌め込むことにより、必要枚数の壁用木製パネル8を上から順に落とし込み、上下の壁用木製パネル8は、上下の凹溝44にわたって接続板45を嵌め込こんで接続することにより、木製の壁を形成するものである。  The wall wooden panel 8 of the third example shown in FIG. 9 is formed by stacking and bonding three collective plates 42 in which a plurality of single-plates 41 of the same length are arranged and bonded together so that the grain is sequentially crossed. The face plate 43 is fixed and has a side that fits between the vertical frame members 20 on both sides. The face plate 43 has a thickness similar to the width of the column. The groove 44 is provided around the four peripheral edges of the face plate 43. The connecting plate 45 is fitted and fixed so that a part of the connecting plate 45 protrudes outward, and the connecting plates on both sides are fitted into the concave grooves provided on the opposing surfaces of the both side vertical frame members 20, so that the required number of wooden boards for walls The panel 8 is dropped in order from the top, and the upper and lower wall wooden panels 8 form a wooden wall by inserting and connecting the connection plates 45 over the upper and lower concave grooves 44.

このように、三枚の集合板42を、その木目が順次交差する配置となるように重ねて接着固定すると、木のくせが取り除けるので反り等の発生が防げると共に、単板41に端材を使用できるのでコスト的に有利となる。  In this way, when the three aggregate plates 42 are overlapped and fixed so that the grain is sequentially crossed, the wood's habits can be removed, so that the occurrence of warpage and the like can be prevented, and the end material is attached to the single plate 41. Since it can be used, it is advantageous in terms of cost.

なお、上記面板43の両面における周囲の稜部は、傾斜や円弧状の面取りを施すようにすると共に、単板41相互の結合や接続板45の取付け及び接続板45と縦枠材の固定は、接着以外の手段を採用してもよい。  The peripheral ridges on both sides of the face plate 43 are inclined and arc-shaped chamfered, and the single plate 41 is connected to each other, the connection plate 45 is attached, and the connection plate 45 and the vertical frame member are fixed. Any means other than adhesion may be employed.

図10に示す第4の例の壁用木製パネル8は、角軸状短材の集合によって第3の例と同様の壁用木製パネル8を形成したものであり、角軸状短材46の長手方向の両側と両末口に凹溝47を設け、同一長さの四本の角軸状短材46を正方形となるよう巴状に組み合わせ、その中心部に年輪が両面に見えるような配置で正方形の中央角材48を組み込み、上記巴状に組み合わせ角軸状短材46の外側に長い四本の角軸状短材46を巴状に組み合わせ、これを順次外方に繰り返し、隣接する各角軸状短材46及び角軸状短材46と中央角材48は、両者の凹溝47にわたって嵌め込んだ接続板49によって接続することにより、一辺が両側縦枠材20の間に納まる正方形で柱の幅と同様の厚みを有する面板50とし、この面板50の四周縁に残した凹溝47内に接続板49をその一部が外側に突出するよう嵌め込み固定し、両側縦枠材20の対向面に設けた凹溝に両側の接続板49を嵌め込むことにより、必要枚数の壁用木製パネル8を上から順に落とし込み、上下の壁用木製パネル8は、上下の凹溝47にわたって接続板49を嵌め込こんで接続することにより、木製の壁を形成するものである。  The wall wooden panel 8 of the fourth example shown in FIG. 10 is obtained by forming the wall wooden panel 8 similar to that of the third example by a set of rectangular shaft short members. Concave grooves 47 are provided on both sides in the longitudinal direction and at both ends, and four rectangular shaft-like short members 46 having the same length are combined in a bowl shape so that the annual rings can be seen on both sides at the center. A square central square member 48 is incorporated, and the four rectangular shaft-like short members 46 are combined in a saddle shape on the outside of the combined rectangular-shaft short member 46 in the above-described manner. The rectangular short member 46 and the rectangular short member 46 and the central rectangular member 48 are connected to each other by a connection plate 49 fitted over the concave grooves 47, so that one side is a square that fits between the vertical frame members 20 on both sides. A face plate 50 having a thickness similar to the width of the pillar is left and left on the four peripheral edges of the face plate 50. The connecting plate 49 is fitted and fixed in the groove 47 so that a part of the connecting plate 49 protrudes outward, and the connecting plates 49 on both sides are fitted into the recessed grooves provided on the opposing surfaces of the both side vertical frame members 20, so that the required number of plates is obtained. The wall wooden panel 8 is dropped in order from the top, and the upper and lower wall wooden panels 8 form a wooden wall by inserting and connecting the connection plates 49 over the upper and lower concave grooves 47.

この第4の例の壁用木製パネル8においても、角軸状短材46と中央角材48の両面における周囲の稜部は、傾斜や円弧状の面取りを施すようにすると共に、角軸状短材46相互の結合や接続板49の取付け、接続板49と縦枠材20の固定は、接着以外の手段を採用してもよい。  In the wall wooden panel 8 of the fourth example as well, the peripheral ridges on both sides of the rectangular shaft-like short member 46 and the central square member 48 are inclined or arc-shaped chamfered, and the short-axis-like short chamfer. A means other than adhesion may be employed for mutual connection of the materials 46, attachment of the connection plate 49, and fixation of the connection plate 49 and the vertical frame member 20.

図2は、壁構造の上に設ける合掌構造の小屋組を示し、軒げた14間に小屋ばりを設け、軒げた14と小屋ばりに立設した真づか26やつりづか27、方づえ28等で両側一対となる合掌29を真づかか26ら両側下がりの勾配を有する傾斜状に支持し、合掌29上に一定の間隔で横方向の母屋30を固定し、この母屋30上に傾斜状となる垂木31を並べ、垂木31上に野地板32を敷設し、野地板32上に瓦材を敷設すると共に、上記上下母屋30間に生じた空間と、垂木31間に生じた空間のそれぞれを断熱用の角材33を並べることによって埋め、小屋組に断熱機能を付加した構造になっている。  FIG. 2 shows a hut with a palm structure provided on the wall structure, a shed is provided between the eaves 14, and the true 26, the change 27, the arrangement 28, etc. erected between the eaves 14 and the shed. A pair of both sides of the palm 29 is supported in an inclined shape having a slope that is descending from both sides of the straight 26, and a horizontal purlin 30 is fixed on the palm 29 at regular intervals. The rafters 31 are arranged, the field board 32 is laid on the rafters 31, the tile material is laid on the field board 32, and the space generated between the upper and lower purlins 30 and the space generated between the rafters 31 are respectively It has a structure in which a heat insulating function is added to the hut assembly by filling the square bars 33 for heat insulation.

次に、この発明の構築方法による木造建築の構築を説明する。  Next, construction of a wooden building by the construction method of the present invention will be described.

木造の建物を構築せんとする地面に、建物の平面形状に合わせた点在的な配置で多数のベース1を構築し、この各ベース1の目潰しコンクリート4上にコンクリート製の独立基礎5を設置することにより、独立基礎5を点在的に配置する。  A large number of bases 1 are constructed on the ground where a wooden building is to be constructed in a scattered arrangement according to the planar shape of the building, and a concrete independent foundation 5 is installed on the crushed concrete 4 of each base 1 By doing so, the independent foundations 5 are arranged in a scattered manner.

上記各独立基礎5の上端面に防湿材6をを介して、上下に二本の角材7a、7bを元口と末口の方向が逆配置となるよう重ねた土台7を平面的に枠状となるよう載置し、アンカーボルト8とナット10の締め付けにより、土台7を独立基礎5と固定化する。  A base 7 is planarly formed in a frame shape by stacking two square members 7a and 7b on the upper and lower sides of each independent foundation 5 with a moisture-proof material 6 on top and bottom so that the directions of the front and rear ends are reversed. The base 7 is fixed to the independent foundation 5 by tightening the anchor bolt 8 and the nut 10.

図1と図4のように、上記土台7上には、土台7のコーナ部分に隅柱11と、隅柱11間の位置に所要数の間柱12と、隅柱11と間柱12間に壁用パネル13をそれぞれ建て込むと共に、これらの上部に軒げた14を載置結合することにより壁構造を構築し、この壁構造上に小屋組を組み立てることにより、木製角材を主体とする木製建物の軸組が完成する。  As shown in FIGS. 1 and 4, on the base 7, there are corner pillars 11 at the corners of the base 7, a required number of pillars 12 at positions between the corner pillars 11, and a wall between the corner pillars 11 and the pillars 12. Each of the panels 13 is built, and a wall structure is constructed by placing and connecting the eaves 14 on top of these panels, and a hut assembly is assembled on the wall structure, so that a wooden building mainly composed of wooden squares can be constructed. The shaft assembly is completed.

このような軸組に対して、室内を間仕切りして内外装を施すことにより、木製建物の構築が完了し、壁構造は両面がフラットになっているので、内外装の施工が簡単で美しく仕上がり、また、壁構造における隅柱11の部分は、隅柱11と壁用パネル13の縦枠材15の三本の木製角材が集合した構造となり、隅部の強度向上により耐震性に優れた建物を構築することができる。  By partitioning the room and applying interior and exterior to such a shaft assembly, the construction of the wooden building is completed and the wall structure is flat on both sides, so the interior and exterior construction is simple and beautiful. In addition, the corner pillar 11 portion of the wall structure is a structure in which three wooden square members of the corner pillar 11 and the vertical frame member 15 of the wall panel 13 are assembled, and the building is excellent in earthquake resistance by improving the strength of the corner. Can be built.

また、壁構造と小屋組は、その空間が断熱用の角材19、21、33で埋められているので、断熱性に優れた建物を構築することができると共に、図示の建物は一階建を示したが、壁構造を上方に延長して設けることにより、二階建や三階建の建物を構築することができる。  In addition, since the space of the wall structure and the hut assembly is filled with square bars 19, 21, 33 for heat insulation, it is possible to construct a building with excellent heat insulation, and the illustrated building is a one-story building. As shown, it is possible to construct a two-story or three-story building by extending the wall structure upward.

更に、図11のように、点在して配置したコンクリート製独立基礎5間の上部に、断熱用の板34を、床の下面に接近して着脱自在に張設するようにすると、冬季において断熱用の板34を張設することで床部の断熱性を向上させ、室内の保温効果の向上を図り、また、夏期にはこれを取り外すことにより床部を外気で冷し、室内を涼しくすることができる。  Further, as shown in FIG. 11, when a thermal insulation plate 34 is detachably stretched close to the lower surface of the floor on the upper part between the concrete independent foundations 5 arranged in a scattered manner, in the winter season, The thermal insulation plate 34 is stretched to improve the thermal insulation of the floor and improve the indoor warming effect. In addition, in the summer, the floor is cooled by the outside air by removing it to cool the room. can do.

この発明の構築方法を用いて組み立てた基礎と壁構造を示す一部切り欠き正面図Partially cutaway front view showing the foundation and wall structure assembled using the construction method of this invention (A)はこの発明の構築方法を用いて組み立てた壁構造と屋根組を示す正面図、(B)は屋根組の拡大した縦断側面図(A) is a front view showing a wall structure and a roof assembly assembled using the construction method of the present invention, and (B) is an enlarged longitudinal side view of the roof assembly. この発明の構築方法を用いて組み立てた基礎構造と壁構造の一部切り欠き正面図Partially cutaway front view of base structure and wall structure assembled using construction method of this invention 壁構造の隅柱と壁用パネルの組み合わせを示す横断平面図Cross-sectional plan view showing the combination of wall structure corner columns and wall panels (A)は壁用パネルの第1の例を示す一部切り欠き正面図、(B)は同上の拡大した横断平面図(A) is a partially cutaway front view showing a first example of a wall panel, and (B) is an enlarged cross-sectional plan view of the same. (A)は壁用パネルの第2の例を示す一部切り欠き正面図、(B)は同上の拡大した横断平面図(A) is a partially cutaway front view showing a second example of a wall panel, and (B) is an enlarged cross-sectional plan view of the same. 壁用パネルの結合構造を示す拡大した横断平面図An enlarged cross-sectional plan view showing the wall panel connection structure 土台と壁用パネルの結合構造を示す拡大した一部切り欠き正面図Enlarged partially cutaway front view showing the base and wall panel connection structure (A)は壁用パネルの第3の例を示す正面図、(B)は同分解斜視図、(C)は同平面図(A) is a front view showing a third example of a wall panel, (B) is an exploded perspective view thereof, and (C) is a plan view thereof. (A)は壁用パネルの第4の例を示す正面図、(B)は同分解斜視図、(C)は同平面図(A) is a front view showing a fourth example of a wall panel, (B) is an exploded perspective view thereof, and (C) is a plan view thereof. この発明の構築方法を用いて組み立てた木造建築の床に対して施す断熱のための構造を示す正面図The front view which shows the structure for the heat insulation given with respect to the floor of the wooden building assembled using the construction method of this invention

符号の説明Explanation of symbols

1 ベース
2 孔
3 栗石
4 コンクリート
5 独立基礎
6 防湿材
7 土台
8 アンカーボルト
9 貫通孔
10 ナット
11 隅柱
13 壁用パネル
14 木製角材
15 縦枠材
16 上下枠材
17 枠体
18 縦桟材
19 断熱用角材
20 平板
21 断熱用角材
22 凹溝
23 結合用角材
24 ホゾ孔
25 ホゾ
26 真づか
27 つりづか
28 方づえ
29 合掌
30 母屋
31 垂木
32 野地板
33 断熱用角材
DESCRIPTION OF SYMBOLS 1 Base 2 Hole 3 Kuriishi 4 Concrete 5 Independent foundation 6 Moisture-proof material 7 Base 8 Anchor bolt 9 Through-hole 10 Nut 11 Corner pillar 13 Wall panel 14 Wooden square material 15 Vertical frame material 16 Vertical frame material 17 Frame body 18 Vertical beam 19 Insulating square 20 Flat plate 21 Insulating square 22 Recessed groove 23 Coupling square 24 Hozo hole 25 Hozo 26 True 27 Sprinkle 28 Possession 29 Gap 30 Purlin 31 Rafter 32 Field plate 33 Insulating square

Claims (4)

地面の孔に栗石を入れ、その上にコンクリートを打設して形成したベース上にコンクリート製の独立基礎を設置し、地面上に点在して配置した多数の上記独立基礎上に、元口と末口の方向が逆配置となるよう上下に二本の角材を重ねて組み合わせた土台を、該独立基礎との間に防湿部材を介させた状態で載置して締結し、この土台上に、土台上のコーナ部分に隅柱と、隅柱間の位置に木材を用いて形成した壁用パネルをそれぞれ建て込み、コーナ部分において隅柱と壁用パネルを形成する柱材の合計三本の柱を集合させた壁構造を構築し、更に、この壁構造の上に屋根組を組み立てる木造建築の構築方法。  Place independent foundations made of concrete on a base formed by placing crushed stone into holes in the ground and then cast concrete on them, and on the many independent foundations scattered on the ground, Place the base with two square members stacked on top and bottom so that the direction of the end and the end are reversed, and place and fasten it with a moisture-proof member between it and the independent foundation. In addition, a corner pillar on the base and a wall panel formed with wood at the position between the corner pillars are respectively built, and a total of three pillar materials that form the corner pillar and the wall panel in the corner part The construction method of the wooden construction which constructs the wall structure which gathered up the pillars of this, and also assembles the roof set on this wall structure. 上記壁用パネルに、隅柱と同じ大きさの断面を有する柱材を両側に用いた枠体の内部に断熱用の木製角材を張設し、両面をフラットに仕上げて形成された壁用パネルを用いる請求項1に記載の木造建築の構築方法。  A wall panel formed by stretching wooden squares for heat insulation inside a frame that uses pillars having the same size as the corner pillars on both sides, and finishing both sides flat. The method for constructing a wooden building according to claim 1, wherein: 上記土台上の隅柱間に隅柱と同じ大きさの断面を有する間柱を壁用パネルが納まる間隔で建て込み、隅柱と間柱間及び間柱相互間にそれぞれ壁用パネルを建て込み、各壁用パネルはその柱材を隅柱及び間柱と、ホゾとホゾ溝を用いて結合し、壁構造の内外面をフラット面に仕上げるようにする請求項1又は2に記載の木造建築の構築方法。  Between the corner pillars on the base, the pillars having the same size as the corner pillars are built at intervals where the wall panels fit, and the wall panels are built between the corner pillars and between the pillars and between the pillars. The construction method of the wooden building of Claim 1 or 2 which joins the column material for a panel using a corner column and a space | intermediate column using a ridge and a groove, and finishes the inner and outer surfaces of a wall structure into a flat surface. 上記点在して配置したコンクリート製独立基礎間の上部に、断熱用の板を着脱自在に張設するようにした請求項1乃至3の何れかに記載の木造建築の構築方法。  The construction method of the wooden building in any one of the Claims 1 thru | or 3 which detachably stretched the board for heat insulation in the upper part between the concrete independent foundations arrange | positioned by the said dotted | dotted arrangement | positioning.
JP2004038991A 2004-01-15 2004-01-15 Construction method of wooden building Pending JP2005201025A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008133661A (en) * 2006-10-27 2008-06-12 Hirobumi Miyajima Reinforcing member for wooden building
CN106948485A (en) * 2017-05-15 2017-07-14 丰和营造集团股份有限公司 A kind of self-heat conserving building structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008133661A (en) * 2006-10-27 2008-06-12 Hirobumi Miyajima Reinforcing member for wooden building
CN106948485A (en) * 2017-05-15 2017-07-14 丰和营造集团股份有限公司 A kind of self-heat conserving building structure
CN106948485B (en) * 2017-05-15 2023-02-21 丰和营造集团股份有限公司 Self-heat-preservation house structure

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