JP2010090684A - Underfloor space ventilation method of rising section of foundation - Google Patents
Underfloor space ventilation method of rising section of foundation Download PDFInfo
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- JP2010090684A JP2010090684A JP2008284838A JP2008284838A JP2010090684A JP 2010090684 A JP2010090684 A JP 2010090684A JP 2008284838 A JP2008284838 A JP 2008284838A JP 2008284838 A JP2008284838 A JP 2008284838A JP 2010090684 A JP2010090684 A JP 2010090684A
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- air hole
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本発明は木造建築の布基礎に関する。より詳細には布基礎に設ける立上部の傾斜配筋と風穴用円筒の組合せと二段の風穴による基礎の床下換気工法に関する。 The present invention relates to a fabric foundation for wooden construction. More specifically, the present invention relates to a combination of a sloped reinforcement at the top of the fabric foundation and a cylinder for the air hole, and an underfloor ventilation method for the foundation with two air holes.
従来、百年以上の民家では土台の木の下は透け透けで、土台の複数の支柱は礎石上に載せただけだが、風雨にさらされても風通しにより、腐食から逃れていた。
近年、コンクリートの布基礎が利用されるにいたり、初期は過去の大工の経験を生かして風通しに配慮して角形の風窓を多数設定するのが当然とされていた。
しかし、コストダウンの目的で風窓が少なく設定されるにいたり、最近は風窓は省略して、立上部の上面を平面とし、多数の緩衝材を載置して隙間で換気されるとしている。
そのような、手抜き工事の結果、日本の木造建築の耐久性を30年乃至50年に縮めていて、昨年には二百年住宅構想が政府から打ち出されたが最も重要な床下換気については、木造建築の布基礎の部分の技術の革新の提案が全くみられない。
更に、該布基礎の緩衝材の劣化は早いから、百年以内に家屋の不等沈下が問題を生む可能性があるし、箱型風穴は手数がかかるので、コスト面で利用されなくなっているなどの問題がある。Traditionally, in a private house over a hundred years, the bottom of the base tree was transparent, and the pillars of the base were only placed on the foundation stone, but even when exposed to wind and rain, they escaped from corrosion due to ventilation.
In recent years, when concrete cloth foundations were used, it was natural that many square wind windows were set in consideration of ventilation by making use of the experience of past carpenters.
However, for the purpose of cost reduction, the number of wind windows is set to be small. Recently, the wind windows are omitted, and the upper surface of the upright portion is made flat, and a large number of cushioning materials are placed to ventilate the gaps.
As a result of such cut-out work, the durability of Japanese wooden buildings has been shortened to 30 to 50 years. Last year, a two hundred-year housing concept was launched by the government. There are no proposals for technological innovation in the fabric foundation part of wooden buildings.
Furthermore, since the cushioning material of the fabric foundation is rapidly deteriorated, there is a possibility that the uneven settlement of the house will cause problems within 100 years, and the box-type air hole is troublesome and is no longer used in terms of cost. There is a problem.
本発明は布基礎の立上部に▲1▼コストの安い、▲2▼換気に優れた風窓構造を、▲3▼断面円形の円筒風穴を上下二段に配して、▲4▼風穴用円筒に係止具を設けて配筋に取り付け簡単とし、▲5▼円筒型枠を取り外し簡単とし、▲6▼立上部の配筋を傾斜せしめてて使用鉄筋を節約するとともに強度を大とし、▲7▼円筒を傾斜配筋の間に安定的に設定することである。 The present invention has (1) a low cost, (2) wind ventilation structure at the top of the fabric foundation, (3) a circular cylindrical air hole with a circular cross section in two upper and lower stages, and (4) a cylinder for the air hole. It is easy to attach to the reinforcing bar by installing a locking tool on the top, ▲ 5 ▼ simplify the removal of the cylindrical frame, ▲ 6 ▼ incline the reinforcing bar in the upper part to save the reinforcing bars and increase the strength, ▲ 7) To set the cylinder stably between the inclined reinforcements.
本発明は、
請求項1においては、立上部の主要部の配筋が少なくとも上下の水平筋と、該上下の水平筋に傾斜して結合される傾斜支持筋とから構成される布基礎立上部であり、
請求項2は立上部の主要部の配筋が少なくとも上下の水平筋と、該上下の水平筋に、中央部で所定角に屈曲せしめてある屈曲筋の端部相互を近接あるいは接合して一方の水平筋に溶着せしめるとともに屈曲部を他方の水平筋に溶着して構成される立上部から成る布基礎であり、
請求項3は立上部の傾斜支持筋相互又は傾斜支持筋と直立筋間に風穴用円筒又は風穴用円筒型枠の多数を、針金状の係止具にループ状の引っ掛け部を形成させる以外の方法で係止せしめて構成される請求項1又は2に記載の布基礎立上部の風穴構成法であり、
請求項4は風穴用円筒又は風穴用円筒型枠の多数を、針金状の係止具にループ状の引っ掛け部を形成させる、以外の方法で布基礎立上部に上下の二段に配する請求項1又は2に記載の布基礎の風穴構成法による床下換気工法であり
請求項5は隣り合う配筋間において、重力で下がる下限で風穴用円筒又は風穴用円筒型枠を、針金状の係止具にループ状の引っ掛け部を形成させる、以外の方法で該配筋に係止して構成させる立上部から成る布基礎工法であり、The present invention
In Claim 1, the reinforcement of the main part of the upright is a fabric foundation upright comprising at least upper and lower horizontal bars and inclined support bars that are inclined and coupled to the upper and lower horizontal bars,
According to a second aspect of the present invention, the bar arrangement of the main part of the upright part is at least one of the upper and lower horizontal bars, and the upper and lower horizontal bars are adjacent to or joined to the ends of the bent bars bent at a predetermined angle at the center. A fabric foundation comprising an upright portion constructed by welding to the horizontal streaks and bending portions to the other horizontal streaks,
According to the third aspect of the present invention, a plurality of air hole cylinders or air hole cylindrical frames are formed between the inclined support bars of the uprights or between the inclined support bars and the upright bars, and a loop-shaped hook is formed on the wire-like locking tool. It is a wind hole construction method of the cloth foundation upright according to
According to a fourth aspect of the present invention, a large number of the air hole cylinders or the air hole cylindrical molds are arranged in two upper and lower stages on the cloth foundation standing by a method other than forming a loop-like hook portion on the wire-like locking tool. Claim 5 is an underfloor ventilation method based on the air hole construction method of the fabric foundation according to claim 1 or claim 5. Claim 5 is a wire-like engagement between the adjacent reinforcing bar and the air hole cylinder or the air hole cylindrical formwork at the lower limit lowering by gravity. It is a cloth foundation construction method consisting of an upright portion that is configured to be locked to the bar arrangement by a method other than forming a loop-shaped hook portion on the stopper,
コンクリートの基礎を木造建築に利用しはじめた初期は伝統的な床下透け透け時代の棟梁の経験で、箱型の大きな風窓が多く設けてあったが、近年は廃止の傾向にある。本願は
A 風穴用円筒型枠は樹脂パイプの所定寸法切断で簡単に利用可能とし、
B はめ殺しの風穴用円筒も型枠と同様に所定寸法切断で利用可能とするとともに
C 円盤状の換気蓋は安価に製造可能、
D 外径縮小型枠は抜き取り簡単、
E 上下の風穴二段配置は換気が優れている、
F 傾斜支持筋により円筒は仮留め設定が正確で簡単、
G 夏は大地の冷気が床下面に吹き付けて室内を涼しくし、冬は大地の10度以上の温度で床下面を暖めるので寒さが和らげられる効果があり、底冷えせず住心地がよい。In the early days of using concrete foundations for wooden construction, there were many box-shaped large wind windows due to the experience of the traditional under-floor see-through building, but in recent years it has tended to be abolished. The present application is A. The cylindrical form for the air hole can be easily used by cutting a predetermined dimension of the resin pipe,
B Cylinder air hole cylinders can be used by cutting with predetermined dimensions as well as molds, and C disk-shaped ventilation lids can be manufactured at low cost.
D Outer diameter reduced formwork is easy to extract,
E The upper and lower air hole two-stage arrangement has excellent ventilation.
F Tilting support bar makes it easy to set the cylinder temporarily.
G In summer, the cool air of the earth blows on the lower surface of the floor to cool the room. In winter, the lower surface of the ground is warmed at a temperature of 10 ° C. or more, so the cold is relieved.
風穴用円筒は土管のはめ殺しでもよいが、コストに配慮して風穴用円筒型枠を反復再利用可能の素材の利用では市販の樹脂性のロングパイプも利用できる。抜き取りを容易にするのに外面に油性の液体を吹き付けて係止するのが望ましい。係止具は焼鈍した針金が利用できる。ループに引っ掛けてこじて引き抜けるようにループを作る方法があるものの、その方法以外でも配筋に係止させればよく、例えば外周にリング状にめぐらせて配筋に固定すればよいし、また、2孔を近付けて穿孔し、外部の配筋にからめた両端を各1本づつ挿入して内部で結束し、又は内部から逆に外部に挿しとおして配筋に結束できるし、針金状でなくて、クリップを外周に固定しておく等、図示しないが多種の手段が考えられのは明白である。
外周壁縮小円筒を個別に生産して容易に引き抜けるようにもできる。
立上部の配筋は上下の水平筋に傾斜せしめた鉄筋の多数を所定間隔で図のように所定の長さの鉄筋を中央部で所定角に屈曲せしめて配筋すれば溶接箇所が少なくなり省力化できる。大きな強度の必要な場合に中央部に水平筋を追加するのが望ましい。直立筋を加えて垂直の圧縮強度を大にできる。
これらを一実施例より図面により詳述すると、Although the air hole cylinder may be a piece of earthen pipe, it is possible to use a commercially available resin long pipe in the use of a material that can be reused repeatedly for the air hole cylindrical form in consideration of cost. In order to facilitate extraction, it is desirable to spray and lock an oily liquid on the outer surface. An annealed wire can be used as the locking tool. There is a method of making a loop so that it can be pulled out by hooking on the loop, but other than that method may be locked to the reinforcement, for example, it may be fixed to the reinforcement by turning around the ring around the outer periphery, Two holes are drilled close to each other, and both ends of the external reinforcement are inserted one by one and bound inside, or from the inside to the outside, it can be bound to the reinforcement and wired. It is obvious that various means such as fixing the clip to the outer periphery can be considered although not shown.
The outer peripheral wall reduced cylinder can be produced individually and pulled out easily.
As for the reinforcement in the upper part, if a large number of reinforcing bars inclined to the upper and lower horizontal bars are bent at a predetermined interval and bent at a predetermined angle at the center as shown in the figure, the number of welds will be reduced. It can save labor. It is desirable to add a horizontal streak at the center when high strength is required. Vertical compression strength can be increased by adding an upright streak.
These will be described in more detail with reference to one embodiment,
図1、2において、従来の基礎の立ち上げ部分の配筋は四角形を構成する組み立てで交差部分は溶着又は焼き鈍した針金で結束して図1のように捨てコンの上に逆Tの字形に組むもので、風穴用円筒を設定するための配筋との結束が不安定であった(図2)。
傾斜せしめた配筋なら係止具の二股部分2をねじるだけで安定させやすい(図3)。
図3〜図5においても重心のバランスがよくて全体の配筋の型枠を組みやすく円筒が安定して係止できる。図5において、係止具5の二股部分2が周壁外に係止孔4より突出していて配筋に結合するのが簡単で、係止具5を拡大したもので、係止具5は平板部3で円筒型枠1の内壁に密着するが、その位置で留められる(図7)。そして重量的にもバランスよく傾斜筋間に仮留めできる(図8)。
円筒は直立筋と傾斜筋又は傾斜筋と傾斜筋の間では、重力で限界迄さげるか、または吊り上げて上の限界で係止すると生コン投入の際に位置がずれないで、安定している。
従って、図5構成の円筒型枠は平板を抜き取って回収して再利用できる。設定前に円筒型枠1の外周に滑りの良い液体を散布或いは、塗布すれば、抜き取る作業が楽である。In FIGS. 1 and 2, the reinforcement of the raised portion of the conventional foundation is an assembly that forms a quadrangle, and the intersecting portion is bound with a welded or annealed wire, and as shown in FIG. Assembling, the binding with the reinforcement for setting the cylinder for the air hole was unstable (FIG. 2).
If the bar arrangement is inclined, it is easy to stabilize by simply twisting the bifurcated
3 to 5, the balance of the center of gravity is good, and it is easy to assemble the form of the entire bar arrangement, and the cylinder can be locked stably. In FIG. 5, the bifurcated
The cylinder is stable between the upright and slanted muscles or between the slanted and slanted muscles, when it is lifted to the limit by gravity, or lifted and locked at the upper limit, so that the position does not shift at the time of feeding the raw control.
Therefore, the cylindrical form having the configuration shown in FIG. If a liquid with a good sliding property is sprayed or applied to the outer periphery of the cylindrical form frame 1 before setting, the work of extracting is easy.
図6においては水平筋を中間に配して強度を大とし、部分的切除に便利な立上部の構成である。 In FIG. 6, the horizontal streaks are arranged in the middle to increase the strength, and this is a configuration of the upright portion that is convenient for partial excision.
図7において、傾斜筋間に直立筋を加えて垂直の圧縮強度が大にできるし部分的切断除去後の周囲の配筋設定に比較的好都合である。
尚、本発明は上記例で限定されるものではない。In FIG. 7, vertical compression strength can be increased by adding upright bars between the inclined bars, and it is relatively convenient for setting the surrounding bars after partial cut removal.
The present invention is not limited to the above example.
本発明では基礎構造として、床下が透け透けになり換気性がよくなるため、木造建築物の下部の耐久性を飛躍的に高める事ができ、古来の二百年以上の日本の民家の長寿命にせまれる。従って木材を節約し、森林保護に直結する。森林保護により、沿岸漁業の振興にもつながり、環境保護に貢献する技術である。 In the present invention, as the basic structure, the underfloor is transparent and the ventilation is improved, so that the durability of the lower part of the wooden building can be dramatically improved, and the long life of an old Japanese house over two hundred years old I'll be Therefore, it saves timber and leads directly to forest protection. This technology contributes to environmental protection by protecting forests and promoting coastal fisheries.
各図は何れも縮小概略図で、
1、風穴用円筒型枠
2 結束線の二股部
3 ループ状引っ掛け部
4 平板式係止具の二股部
5 平板部
7 結合具
8 溶着
9 水平筋
11 四角配筋
12 傾斜配筋
13 屈曲傾斜配筋
14 底配筋
15 立上部の配筋
16 直立筋
17 立上部DESCRIPTION OF SYMBOLS 1, Cylindrical form for
Claims (5)
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JP2008284838A JP2010090684A (en) | 2008-10-09 | 2008-10-09 | Underfloor space ventilation method of rising section of foundation |
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Citations (10)
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JPS6149845U (en) * | 1984-09-03 | 1986-04-03 | ||
JPH0475020U (en) * | 1990-11-13 | 1992-06-30 | ||
JPH06316987A (en) * | 1993-05-07 | 1994-11-15 | Sekisui Chem Co Ltd | Manufacture of reinforcing steel construction for foundation |
JPH09158200A (en) * | 1995-12-04 | 1997-06-17 | Misawa Homes Co Ltd | Foundation construction method and foundation reinforcing bar structure |
JPH09242258A (en) * | 1996-03-08 | 1997-09-16 | Sanei Shoji Kk | Assembly reinforcement unit for opening reinforcement of foundation reinforcement frame |
JPH1129938A (en) * | 1997-07-14 | 1999-02-02 | Misawa Homes Co Ltd | Building mounting sheath pipe |
JP2003105873A (en) * | 2001-09-30 | 2003-04-09 | Daiwa House Ind Co Ltd | Construction of underfloor vent hole with water cut-off function |
JP2004169412A (en) * | 2002-11-20 | 2004-06-17 | S X L Corp | Base opening part reinforcing bar unit |
JP2004324238A (en) * | 2003-04-25 | 2004-11-18 | Sekisui House Ltd | Work execution method for ventilation hole in extension continuous footing |
JP4156013B1 (en) * | 2007-09-14 | 2008-09-24 | 株式会社サトウ | Shear reinforcement bar unit |
-
2008
- 2008-10-09 JP JP2008284838A patent/JP2010090684A/en active Pending
Patent Citations (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6149845U (en) * | 1984-09-03 | 1986-04-03 | ||
JPH0475020U (en) * | 1990-11-13 | 1992-06-30 | ||
JPH06316987A (en) * | 1993-05-07 | 1994-11-15 | Sekisui Chem Co Ltd | Manufacture of reinforcing steel construction for foundation |
JPH09158200A (en) * | 1995-12-04 | 1997-06-17 | Misawa Homes Co Ltd | Foundation construction method and foundation reinforcing bar structure |
JPH09242258A (en) * | 1996-03-08 | 1997-09-16 | Sanei Shoji Kk | Assembly reinforcement unit for opening reinforcement of foundation reinforcement frame |
JPH1129938A (en) * | 1997-07-14 | 1999-02-02 | Misawa Homes Co Ltd | Building mounting sheath pipe |
JP2003105873A (en) * | 2001-09-30 | 2003-04-09 | Daiwa House Ind Co Ltd | Construction of underfloor vent hole with water cut-off function |
JP2004169412A (en) * | 2002-11-20 | 2004-06-17 | S X L Corp | Base opening part reinforcing bar unit |
JP2004324238A (en) * | 2003-04-25 | 2004-11-18 | Sekisui House Ltd | Work execution method for ventilation hole in extension continuous footing |
JP4156013B1 (en) * | 2007-09-14 | 2008-09-24 | 株式会社サトウ | Shear reinforcement bar unit |
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