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JP4064222B2 - How to dry wood - Google Patents
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JP4064222B2 - How to dry wood - Google Patents

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JP4064222B2
JP4064222B2 JP2002359906A JP2002359906A JP4064222B2 JP 4064222 B2 JP4064222 B2 JP 4064222B2 JP 2002359906 A JP2002359906 A JP 2002359906A JP 2002359906 A JP2002359906 A JP 2002359906A JP 4064222 B2 JP4064222 B2 JP 4064222B2
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wood
drying
strain
fixed
detection means
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JP2004190957A (en
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平 植原
誠 綿引
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Sumitomo Forestry Co Ltd
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Sumitomo Forestry Co Ltd
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Description

【0001】
【発明の属する技術分野】
本発明は、木材の乾燥方法に関し、詳しくは、乾燥中における木材内部の乾燥応力の状態を的確に反映したデータを取得でき、内部割れの抑制と乾燥時間の短縮とを両立した効率的な木材乾燥を行うことのできる木材の乾燥方法を提供することにある。
【0002】
【従来の技術及び発明が解決しようとする課題】
柱や梁、造作材等の建築材や家具材としては、収縮による変形や割れ等の発生を防止するために人工乾燥した木材が汎用されている。
従来の木材の人工乾燥においては、乾燥機内のサンプル材の含水率、重量、歪みなどを計測し、計測したデータから乾燥スケジュールを組み立てて乾燥を進めることが一般的であるが、これらの計測は、乾燥中に発生する割れ、曲がり、反りなどに影響を与える木材の乾燥応力状態を直接測定するものではない。
【0003】
乾燥中の応力を観察する方法として、乾燥機内にセットしたサンプルを時折取り出して櫛形試験片を作成して応力を判断したり、歪みを取って応力の計測値とする方法があるが、何れも作業が煩雑であり、また、非連続的な情報しか得られないため、乾燥状態に合わせた適正な乾燥スケジュールを組み立てることが困難である。特に高温乾燥では、乾燥機内からサンプルを取り出すこと自体が困難である。
【0004】
また、特開昭50−122971号公報には、木材の反り応力を利用し、乾燥応力を測定する方法が開示されており、特開昭51−84451号公報には、そのような方法により得られる出力を利用して、乾燥室の湿度を自動制御し乾燥スケジュールを自動化する方法が開示されている。
しかし、これらの方法においては、木材の変形度(反りあるいは反ろうとする力)から応力を判断することになるため、木材内部の乾燥応力の状態を的確に判断することができない。しかも、板材を板厚方向に2分割し、元の表裏面以外の面をコーティングした試験片を用いるため、木材本来の乾燥応力の状態を反映したデータが得らない。
要するに、乾燥中における木材内部の乾燥応力の状態を的確に反映したデータを取得し、そのデータを活かして木材を効率的に乾燥する木材の乾燥方法は未だ提供されていない。
【0005】
【特許文献1】
特開昭50−122971号公報
【特許文献2】
特開昭51−84451号公報
【0006】
従って、本発明の目的は、乾燥中における木材内部の乾燥応力の状態を的確に反映したデータを取得でき、内部割れの抑制と乾燥時間の短縮とを両立した効率的な木材乾燥を行うことのできる木材の乾燥方法を提供することにある。
【0007】
【課題を解決するための手段】
本発明は、歪み検知手段を、木材の内部に固定し、該歪み検知手段から得られるデータに基づき乾燥条件を制御しながら、該木材の乾燥を行う木材の乾燥方法であって、前記木材が、芯持正角、芯去正角、芯持平角又は芯去平角であり、該木材の長手方向と直交する断面上に、該木材の一側面の幅方向中央部と該一側面に隣接する他側面との間を結び且つ該一側面に対して45の角度をなす線分を想定したときの該線分の中心点付近に、前記歪み検知手段を固定し、該歪み検知手段は、接着剤を介して周囲の木材と一体化した状態に固定することを特徴とする木材の乾燥方法を提供することにより、上記の目的を達成したものである。
尚、前記木材が、芯持平角又は芯去平角である場合は、前記線分として、該木材の長手方向と直交する断面の長方形の短辺をなす一側面から該長方形の長辺をなす他側面に向かう線分を想定する。
【0008】
【発明の実施の形態】
以下、本発明をその好ましい実施形態に基づいて詳細に説明する。
本発明で用いる歪み検知手段としては、各種公知のものを用いることができるが、歪みゲージを用いることが好ましい。
歪みゲージは、銅・ニッケル合金等の金属の細線や箔等からなる受感素子(グリッド)を、樹脂等からなる絶縁材のゲージベース(以下、ベースという)に固定してなるもので、該金属の細線や箔等が伸びたり縮んだりすることにより電気抵抗の変化を生じものである。電気抵抗の変化は、通常、ブリッジ回路等により電圧の変化に置き換えられ、更に電圧を増幅されて各種メータやデジタル値により読みとれるようにする。
【0009】
歪み検知手段としては、特定方向の伸縮に対して高い感受性を示すものが好ましく用いられ、特に円筒状のベースを有し、該円筒状のベースの軸長方向の伸縮に対して高い感受性を有する歪みゲージが好ましい。
このような歪みゲージとしては、株式会社共和電業製のボルト軸力測定用の歪みゲージ、特に形式名「KFG−3−120−C20−11」が好ましく用いられる。この歪みゲージは、円筒状のベースの軸長方向がたわむように変形したときよりも、円筒状のベースが軸長方向に伸縮した場合に大きな抵抗変化が生じる。
【0010】
木材に対する歪み検知手段の固定位置は、木材の内部であれば特に制限されないが、木材の両木口面から該木材の長手方向に10cm以上、特に25cm以上離間した位置であることが好ましく、また、木材の各側面(木材の長手方向に沿う4面をいう)からの距離が、2cm又は厚みの1/4の何れか小さい方以上であること好ましい。
【0011】
歪み検知手段は、内部割れの発生に繋がる重要な歪み変化を効率的に検知する観点から、下記(1)及び/又は(2)の態様で固定することが好ましい。
【0012】
(1)歪み検知手段として、特定方向の伸縮に対して高い感受性を示すものを用いる場合、該歪み検知手段は、前記特定方向が木材の長手方向と直交する面と平行となり且つ該特定方向が該木材の一の年輪の近傍において該年輪の接線方向と平行となるように固定することが好ましい。
【0013】
図1には、円筒状のベースを有し、該円筒状のベースの軸長方向の伸縮に対して高い感受性を有する歪みゲージ1が、芯持角材2(正角,背割りなし)の内部に固定された状態が示されている。同図において、4つの歪みゲージ1A〜1Dは、何れも芯持角材2の長手方向と直交する一の面(横断面)上に配置されており、各歪みゲージ1は、円筒状のベースの軸長方向が該横断面と平行となっている。また、歪みゲージ1A,1C,1Dにおける円筒状のベースの軸長方向は、芯持角材2の一の年輪3の近傍において、該年輪3の接線方向と略平行となっており、歪みゲージ1Bにおける円筒状のベースの軸長方向は、芯持角材2の一の年輪3’の近傍において、該年輪3’の接線方向と略平行となっている。
尚、円筒状のベースに金属の細線又は箔等からなる受感素子を固定してなる歪みゲージ1は、特定方向の伸縮に対して高い感受性を示すか否かとの問題と切り離しても、本態様で固定することが好ましい。
【0014】
(2)歪み検知手段を固定する木材が、角材、特に芯持正角、芯去正角、芯持平角又は芯去平角である場合、該木材の長手方向と直交する面(横断面)上に、該木材の一側面の幅方向中央部と該一側面に隣接する他側面との間を結び且つ該一側面に対して45の角度をなす線分を想定したときの該線分の中心点付近に歪み検知手段を固定することが好ましい。
【0015】
図1に示す例においては、芯持正角2の4つの各角部に対応して4つの歪みゲージ1を固定してあるが、その内の一つの歪みゲージ1Aに着目して説明すると、該歪みゲージ1Aは、図1に対応する断面を模式的に示した図2に示すように、芯持正角2の図2に示す横断面上に該芯持角材2の一側面21の幅方向中央部21aと該一側面21に隣接する他側面22との間を結び且つ該一側面21に対して45の角度をなす線分4Aを想定したときの該線分4Aの中心点4a付近に固定されている。他の歪みゲージ1B〜1Dも本態様で固定されており、図2に示す各線分4B〜4Dそれぞれの中心点4b〜4d付近に固定されている。尚、線分の中心点付近とは、線分を2等分する中心点上のみならず、該中心点の近傍でも良いことを意味しており、該線分を正確に2等分する中心点を円の中心とし且つ該線分の半分の長さを直径とする円P内であれば良く、特に該線分を正確に2等分する中心点を円の中心とし且つ該線分の1/3の長さを直径とする円内であることが好ましい。
【0016】
図3は、従来の方法により芯持正角を乾燥した場合に内部割れ5が発生し易い箇所及び内部割れ5が発生し易い向きを示したものである。前記(1)及び/又は(2)の態様、特に角材の各角部に対応した4カ所に、それぞれ前記(1)及び/又は(2)の態様で歪み検知手段を配置することにより、芯持正角に、このような内部割れが発生する危険を一層正確に察知できる。尚、図1に示した歪みゲージ(歪み検知手段)の埋め込み部位は、木材断面の対角線の4等分点に当たる位置であり、乾燥中の内部応力が最も大きく、内部割れが発生し易い部位である。
【0017】
図4は、歪み検知手段を、芯去正角、芯持平角及び芯去平角に、前記(1)及び/又は前記(2)の態様で固定した状態を示す図である。尚、図4には、従来の方法によりそれらを乾燥した場合に内部割れ5が発生し易い箇所及び内部割れ5が発生し易い向きを併せて示してある。
図4(a)においては、2つの歪みゲージ1A,1Bが、芯去正角2の同一横断面上に、前記(1)及び前記(2)の態様で固定されている。
図4(b)においては、6つの歪みゲージが、芯持平角2の同一横断面上に固定されており、その内の4つの歪みゲージ1Aは、前記(1)及び前記(2)の態様で固定されており、他の2つの歪みゲージ1Bは、前記(1)の態様で固定されている。
図4(c)においては、4つの歪みゲージが、芯去平角2の同一横断面上に固定されており、何れの歪みゲージ1A,1Bも、前記(1)及び前記(2)の態様で固定されている。
【0018】
歪み検知手段を木材内部に固定する好ましい方法について、歪みゲージを、芯持正角の内部に固定する場合を例に、図5を参照しながら説明する。
先ず、芯持角材2の各側面の幅方向中央部より、該各側面に対して45゜の角度で、隣接する側面の幅方向中央部に貫通するまで、ドリル等で孔を開ける〔図5(a)参照〕。貫通孔の内径は、歪みゲージが丁度入る程度であるか又はやや大きめである。
次いで、その貫通孔23に歪みゲージ1を挿入し〔図5(b)参照〕、該歪みゲージ1を貫通孔23の両端間の中央部に位置させる。そして、歪みゲージ1から延びるゲージリード6を貫通孔23の外に仮止めする。
そして、その状態において、貫通孔23内に接着剤を注入する〔図5(c)参照〕。この接着剤の注入は、一端開口部から注入し、他端開口部から流れ出るまで行い、貫通孔の内部全体に接着剤が充填されたことを確認する。
そして、貫通孔の外に出ているゲージリード6を、ゲージリード保護用のゲージ端子7(図1参照)を介して、耐熱リード線8に接続し、その接続部の廻りを貫通孔23の入り口を含めて耐熱コート9で被覆する〔図5(d)参照〕。
このようにして、歪みゲージ1を図1に示すような状態に固定することができる。
【0019】
本発明における木材の乾燥は、温度及び湿度の制御下に行われる。
この乾燥は、通常、温度及び湿度を制御可能な乾燥機内に、数本から数百本の木材を収容して行うが、歪み検知手段を取り付ける木材は、その内の一本で良い(図6参照)。但し、複数本に取り付けることもできる。
【0020】
木材乾燥中における温度及び湿度の制御方法としては、例えば、歪み検知手段に生じる抵抗変化を、所定の装置により読みとり可能なデータに変換し、この歪み検知手段から得られるデータを監視しながら木材の乾燥を行い、該木材の内部応力(歪み)が内部割れが生じる程度に高まったことをそのデータが示したときには、温度及び/又は湿度を、その乾燥応力を緩和する方向(乾燥速度を遅くする方向)に変更し、そのデータが内部割れの危険が十分に低下したことを確認したときには、温度及び/又は湿度を、乾燥応力を緩和する方向とは逆の方向(乾燥速度を早める方向)に変更する。例えば、このような制御を繰り返しながら木材を乾燥することにより、木材の内部割れを抑制しつつ、乾燥時間の短縮化を図ることができる。
【0021】
本発明の木材の乾燥方法における好ましい制御方法の一例としては、歪み検知手段から得られるデータに基づき、一定時間当たりの歪み変形量が所定の値を超えないように乾燥条件を制御する。例えば、一時間時間当たりの歪み変化量が所定の値を超えた場合に、内部割れの危険が高まったとして、乾燥速度を遅くする方向に乾燥条件を変更し、歪み変化量が所定の値以下に戻った場合に、内部割れの危険が低下したとして、乾燥速度を早める方向に乾燥条件を変更することが考えられる。このように制御することにより、内部割れを防止しつつ、乾燥時間の短縮化を図ることができる。
【0022】
【実施例】
以下、本発明の木材の乾燥方法について実施例を示してより詳細に説明する。
(予備試験)
一本の杉の丸太から一本の挽き角に製材した背割りのない芯持正角(132mm×132mm×3000mm)70本を被乾燥材とした。
被乾燥材の中の一本から、132mm角、全長L=1200mmの歪み計測用供試体を切り出し、該供試体の一方の材端(木口面)からの距離が全長Lの1/4の位置及び全長Lの1/2の位置における各横断面上に、各4個の歪みゲージを埋め込み固定した。埋め込み位置及び各ゲージの配置方向は、図1に示す通りとし、固定方法は、上述した方法(図5参照)によった。また、歪みゲージ等は、何れも株式会社共和電業製の以下のものを用いた。
歪みゲージ;「KFG−3−120−C20−11(ゲージリード付)」、ゲージ固定用接着剤;「EP−34B」、ゲージ端子;「T−F−28」、耐熱リード線;「L−12」、耐熱コート;「SKF−3059」
【0023】
そして、歪み計測用供試体を他の被乾燥材と共に、新柴設備製の高温仕様のIF型蒸気式乾燥機「SK−IF10LHP」内に収容し、乾燥機の外に延ばした耐熱リード線を、1ゲージ3線法でデータロガー(東京測器製「THS−1100」)に接続し、乾燥中の歪みを計測できるようにした。また、分析時には、1時間当たりの歪みの変化量が出力されるようにした。
また、歪み計測用供試体に、電気抵抗式の含水率計と木材内部測温用の熱電対(K熱電対,温度範囲0〜150℃)を、それぞれ歪みゲージの埋め込み位置に相当する中間層(約28mm深度)、及び材の断面中央の中心層(約66mm深度)に挿入し、乾燥中における木材内部の含水率及び温度を計測できるようにした。
【0024】
このような準備が完了した後、予備試験として、図7に示す乾燥スケジュールで乾燥を行い、歪みの変化と内部割れの関係を調べた。この予備試験においては、歪みゲージから得られるデータに基づく乾燥条件の制御は行わなかった。
乾燥終了後に、計測用供試体の歪みゲージ埋め込み部の断面を検査した結果、4つの歪みゲージの内の3つのゲージの埋め込み部位には内部割れが認められず、残りの1つのゲージの埋め込み部位には内部割れが認められた。各歪みゲージから得られるデータにより一時間当たりの歪み変化量の推移を見ると、内部割れのない部位の3つのゲージの埋め込み部位では、最大の歪み変化量を示した時点においても変化量は−300μ以内であったのに対し、内部割れが生じた1つのゲージの埋め込み部位では、一時間当たりの歪み変化量が最大では−500μ近くに達していた。これらの結果より、計測している内部歪みの変化量が、一時間当たり−300μを超えると内部割れが発生する危険があると判断した。尚、図7に示した歪み変化量のデータは、内部割れが生じた1つのゲージの埋め込み部位についてのデータである。
【0025】
(実施例)
被乾燥材である芯持正角の寸法を115mm×115mm×3000mmとし、その中の一本から、115mm角、全長L=1200mmの歪み計測用供試体を切り出し、その歪み計測用供試体に、上述した歪みゲージ、電気抵抗式の含水率計及び熱電対(K熱電対,温度範囲0〜150℃)等を同様に取り付けた以外は、上記予備試験におけるのと同様にして、乾燥の準備を行った。
【0026】
そして、図8に示す乾燥スケジュールで乾燥を行った。以下、その詳細を図8を参照して説明する。
先ず、乾燥機内に水蒸気を噴射して96℃,関係湿度100%で初期蒸煮をおこなった。この初期蒸煮を8時間行い、乾燥機内の木材の温度を所定の温度まで上げた後、図中▲1▼の時点で乾燥工程に切り替えた。第1の乾燥工程では110℃以上の乾球温度で乾燥を行った。第1の乾燥工程では、ゲージの埋め込み部に相当する中間層の含水率を監視しながら乾燥を継続し、その含水率が内部割れが急激に起こりやすくなる繊維飽和点(30%)になった図中▲2▼の時点で、乾球温度を112℃から108℃に切り替え、第2の乾燥工程に切り替えた。
【0027】
本実施例では、110℃以上で乾球温度を行う第1乾燥工程に続く第2乾燥工程において、歪み検知手段から得られたデータに基づく乾燥条件の制御を行った。即ち、乾球温度108℃での乾燥を継続すると、一時間当たりの歪み変化量(以下、単に歪み変化量という)が減少する。そして、−100μに回復した図中▲3▼の時点で、乾燥速度を上げるため湿球温度を86℃から83℃に下げた。
それにより、歪み変化量は減少から増加に転じた。更に同じ条件を継続することにより、歪み変化量が、内部割れの発生が起こる危険区域(−300μ)に近い−250μとなったので、その時点(図中▲4▼の時点)で、応力緩和をするため、乾球温度を108℃から105℃に下げた(乾燥速度を遅くした)。
【0028】
それにより、歪み変化量は増加から減少に転じた。そして、4時間後に−250μに回復した時点(図中▲5▼の時点)で、乾燥速度を上げるために、乾球温度を105℃から108℃に上げると共に湿球温度を83℃から81℃に下げた。
それにより、再び歪み変化量は減少から増加に転じ、更に同じ条件を継続することにより、歪み変化量が、再び−250μとなったため、その時点(図中▲6▼の時点)で、湿球温度はそのままにして、乾球温度を108℃から105℃に下げ、乾燥速度を遅くした。
【0029】
それにより、歪み変化量が増加から減少に転じた。そして、4時間後に−250μに回復した時点(図中▲7▼の時点)で、乾燥速度を上げるために、乾球温度を105℃から108℃に上げると共に湿球温度を81℃から79℃に下げた。
そして、その条件で乾燥を継続すると、ゲージの埋め込み部位に相当する中間層の含水率が15%となると共に歪み変化量が−200μ以内になり、内部割れの発生の危険は小さくなった。そして、木材中心の含水率が35%になり、材温が102℃となった時点(図中▲8▼の時点)で、乾球温度を105℃に下げて、歪み変化量に基づく乾燥条件の制御を終了した。
【0030】
それ以後の、乾球温度105℃で比較的長時間行う乾燥は、中心部の収縮による各種の変形を防止すること、及び乾燥ムラのない均一な乾燥材に仕上げるために調湿することを目的とする公知の乾燥工程であり、本実施例においては、初期蒸煮開始から132時間の時点で更に乾球温度を下げた後、およそ12時間て乾燥を終了した。
【0031】
実施例により乾燥した歪み計測用供試体の歪みゲージ埋め込み部の断面を目視にて検査したところ、何れのゲージの埋め込み部位にも内部割れは認められなかった。また、同時に乾燥させた各被乾燥材を、両木口面それぞれから30cmの位置及び長手方向の中央位置でそれぞれ切断し、各断面について内部割れの有無を目視にて観察したところ、69本の被乾燥材の内の64本については全く内部割れが認められず、内部割れが認められた残りの5本についても、その程度は極めて小さいものであった。
尚、図8に示した歪み変化量のデータは、8つの歪みゲージの内、乾燥速度が最も速かったゲージ(全長Lの1/4の位置に埋め込んだゲージで、図1中1Cで示すゲージ)についてのデータである。
【0032】
実施例の結果から、一定時間当たりの歪み変化量を所定値以下に抑制するように、乾燥条件を制御することにより、乾燥時間を無駄に延ばすことなく、内部割れを防止することができることが判る。尚、本発明の木材の乾燥方法は、針葉樹から製材した角材を、上記実施例のように100℃、特に110℃以上の乾球温度で乾燥する乾燥工程を具備する場合に限られず、広葉樹から製材した角材を100℃以下の温度で乾燥するような場合にも適用可能である。
【0033】
【発明の効果】
本発明によれば、乾燥中における木材内部の乾燥応力の状態を的確に反映したデータを取得でき、内部割れの抑制と乾燥時間の短縮とを両立した効率的な木材乾燥を行うことのできる木材の乾燥方法を提供することができる。
【図面の簡単な説明】
【図1】図1は、木材の内部に歪み検知手段を固定した状態を示す該木材の横断面図である。
【図2】図2は、図1に対応する横断面を模式的に示す図である。
【図3】図3は、木材が芯持正角である場合の内部割れが生じやすい部位及び内部割れが発生し易い向きを模式的に示す木材の横断面図である。
【図4】図4は、木材に歪み検知手段を固定した状態を、該木材の内部割れが生じやすい部位及び内部割れが発生し易い向きと共に模式的に示す木材の横断面図であり、(a)は芯去正角、(b)は芯持平角、(c)は芯去平角の場合を示す図である。
【図5】図5は、木材に歪み検知手段を固定する際の手順を示す図であり、(a)は木材に歪み検知手段挿入用の貫通孔を形成する様子、(b)は貫通孔に歪み検知手段を挿入する様子、(c)は歪み検知手段挿入後の貫通孔に接着剤を注入する様子、(d)は、貫通孔の開口部と共にゲージ端子等を耐熱コートで被覆する様子を示す図である。
【図6】図6は、歪み検知手段を取り付けた木材を他の木材と共に乾燥機内に配置した状態を模式的に示す斜視図である。
【図7】図7は、予備試験における乾燥スケジュールを示す図である。
【図8】図8は、実施例における乾燥条件の制御履歴及び歪み変化量の推移を示す乾燥履歴グラフである。
【符号の説明】
1,1A〜1D 歪みゲージ(歪み検知手段)
2 木材
3 年輪
5 内部割れ
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a method for drying wood, and more specifically, it is possible to obtain data that accurately reflects the state of drying stress inside the wood during drying, and efficient wood that achieves both suppression of internal cracking and shortening of drying time. An object of the present invention is to provide a method for drying wood that can be dried.
[0002]
[Prior art and problems to be solved by the invention]
Artificially dried wood is widely used as building materials and furniture materials such as columns, beams, and construction materials in order to prevent deformation and cracking due to shrinkage.
In conventional artificial drying of wood, it is common to measure the moisture content, weight, strain, etc. of the sample material in the dryer, assemble a drying schedule from the measured data, and proceed with drying, but these measurements are It does not directly measure the dry stress state of wood, which affects cracks, bends, warpage, etc. that occur during drying.
[0003]
As a method of observing the stress during drying, there are methods of taking a sample set in the dryer from time to time to create a comb-shaped test piece to judge the stress, and taking the strain to obtain a measured value of the stress. Since the work is complicated and only discontinuous information can be obtained, it is difficult to assemble an appropriate drying schedule according to the drying state. In particular, in high-temperature drying, it is difficult to take out a sample from the dryer itself.
[0004]
Japanese Laid-Open Patent Publication No. 50-122971 discloses a method for measuring the drying stress using the warping stress of wood, and Japanese Laid-Open Patent Publication No. 51-84451 is obtained by such a method. A method for automatically controlling the humidity of the drying chamber and automating the drying schedule by using the output to be disclosed is disclosed.
However, in these methods, since the stress is determined from the degree of deformation (warping or warping force) of the wood, the state of the drying stress inside the wood cannot be accurately determined. In addition, since the test piece is obtained by dividing the plate material into two in the plate thickness direction and coating the surfaces other than the original front and back surfaces, data reflecting the state of the original drying stress of wood cannot be obtained.
In short, there has not yet been provided a method for drying wood that obtains data that accurately reflects the state of the drying stress inside the wood during drying, and that efficiently uses the data to dry the wood.
[0005]
[Patent Document 1]
JP-A-50-122971 [Patent Document 2]
JP-A-51-84451 [0006]
Therefore, the object of the present invention is to obtain data that accurately reflects the state of the drying stress inside the wood during drying, and to achieve efficient wood drying that achieves both suppression of internal cracking and shortening of the drying time. It is to provide a method for drying wood.
[0007]
[Means for Solving the Problems]
The present invention is a distortion detecting means, is fixed to the inside of the wood, while controlling the drying conditions on the basis of the data obtained from the strain sensing means, a drying method of drying a row Cormorants timber of the wood, the The wood is a cored square, a centered square, a cored flat or a centered flat, and on the cross section perpendicular to the longitudinal direction of the wood, the widthwise central portion of one side of the wood and the one side The strain detection means is fixed near the center point of the line segment when assuming a line segment connecting between the other side surfaces and forming an angle of 45 with respect to the one side surface. The above-mentioned object is achieved by providing a method for drying wood, which is characterized by being fixed in an integrated state with surrounding wood through an adhesive .
In addition, when the wood has a flat core or a flat core, other than the long side of the rectangle from one side which forms the short side of the rectangle of the cross section perpendicular to the longitudinal direction of the wood, as the line segment Assume a line segment going to the side.
[0008]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, the present invention will be described in detail based on preferred embodiments thereof.
As the strain detection means used in the present invention, various known devices can be used, but a strain gauge is preferably used.
The strain gauge is formed by fixing a sensing element (grid) made of a thin metal wire or foil of copper / nickel alloy or the like to a gauge base (hereinafter referred to as a base) made of an insulating material made of resin or the like. A change in electrical resistance is caused by expansion or contraction of a thin metal wire or foil. The change in electrical resistance is usually replaced with a change in voltage by a bridge circuit or the like, and the voltage is further amplified so that it can be read by various meters and digital values.
[0009]
As the strain detection means, one that shows high sensitivity to expansion and contraction in a specific direction is preferably used, and particularly has a cylindrical base and has high sensitivity to expansion and contraction in the axial direction of the cylindrical base. A strain gauge is preferred.
As such a strain gauge, a strain gauge for bolt axial force measurement manufactured by Kyowa Denki Co., Ltd., in particular, the model name “KFG-3-120-C20-11” is preferably used. This strain gauge undergoes a greater resistance change when the cylindrical base expands and contracts in the axial length direction than when the axial length of the cylindrical base deforms.
[0010]
The fixing position of the strain detecting means with respect to the wood is not particularly limited as long as it is inside the wood, but it is preferably a position that is separated from both ends of the wood by 10 cm or more, particularly 25 cm or more in the longitudinal direction of the wood, It is preferable that the distance from each side surface (referring to four surfaces along the longitudinal direction of the wood) of the wood is 2 cm or 1/4 of the thickness, whichever is smaller.
[0011]
The strain detection means is preferably fixed in the following modes (1) and / or (2) from the viewpoint of efficiently detecting an important strain change that leads to the occurrence of internal cracks.
[0012]
(1) When using a strain detection means that shows high sensitivity to expansion and contraction in a specific direction, the strain detection means is such that the specific direction is parallel to a plane perpendicular to the longitudinal direction of the wood and the specific direction is It is preferable to fix the lumber in the vicinity of one annual ring so as to be parallel to the tangential direction of the annual ring.
[0013]
In FIG. 1, a strain gauge 1 having a cylindrical base and having high sensitivity to expansion and contraction in the axial length direction of the cylindrical base is disposed inside a core support square 2 (regular angle, without splitting back). A fixed state is shown. In the figure, the four strain gauges 1A to 1D are all arranged on one surface (cross section) orthogonal to the longitudinal direction of the cored square member 2, and each strain gauge 1 is formed of a cylindrical base. The axial length direction is parallel to the cross section. Further, the axial length direction of the cylindrical base in the strain gauges 1A, 1C, and 1D is substantially parallel to the tangential direction of the annual ring 3 in the vicinity of the annual ring 3 of the core support square member 2, and the strain gauge 1B. The axial length direction of the cylindrical base is substantially parallel to the tangential direction of the annual ring 3 ′ in the vicinity of the annual ring 3 ′.
Note that the strain gauge 1 in which a sensitive element made of a thin metal wire or foil is fixed to a cylindrical base has a high sensitivity to expansion and contraction in a specific direction. It is preferable to fix in an aspect.
[0014]
(2) When the wood to which the strain detecting means is fixed is a square member, particularly a cored square, a centered square, a cored flat or a centered flat, on a plane (cross section) orthogonal to the longitudinal direction of the wood And the center of the line segment when assuming a line segment connecting the central part in the width direction of one side surface of the wood and the other side surface adjacent to the one side surface and forming an angle of 45 with respect to the one side surface. It is preferable to fix the strain detecting means near the point.
[0015]
In the example shown in FIG. 1, the four strain gauges 1 are fixed corresponding to the four corners of the core holding positive angle 2, but the description will be given focusing on one of the strain gauges 1 </ b> A. As shown in FIG. 2 schematically showing the cross section corresponding to FIG. 1, the strain gauge 1 </ b> A has a width of one side surface 21 of the core support square 2 on the transverse cross section shown in FIG. Near the center point 4a of the line segment 4A when assuming a line segment 4A connecting the direction center portion 21a and the other side surface 22 adjacent to the one side surface 21 and forming an angle of 45 with respect to the one side surface 21 It is fixed to. The other strain gauges 1B to 1D are also fixed in this mode, and are fixed near the center points 4b to 4d of the respective line segments 4B to 4D shown in FIG. The vicinity of the center point of the line segment means not only on the center point that bisects the line segment but also the vicinity of the center point, and the center that accurately bisects the line segment. It suffices if it is within a circle P with the point being the center of the circle and the half length of the line segment being the diameter, and in particular, the center point that accurately bisects the line segment is the center of the circle and the line segment It is preferable to be within a circle having a diameter of 1/3.
[0016]
FIG. 3 shows the location where the internal crack 5 is likely to occur and the direction in which the internal crack 5 is likely to occur when the cored square is dried by the conventional method. By disposing the strain detection means in the above-mentioned aspects (1) and / or (2), particularly in the four aspects corresponding to each corner of the square bar in the above-mentioned aspects (1) and / or (2), The danger of such internal cracks occurring at the holding angle can be detected more accurately. In addition, the embedded part of the strain gauge (strain detecting means) shown in FIG. 1 is a position corresponding to the quadrant of the diagonal line of the cross section of the wood, and the part where the internal stress during drying is the largest and the internal crack is likely to occur. is there.
[0017]
FIG. 4 is a diagram showing a state in which the strain detection means is fixed to the centering positive angle, the centering flatness, and the centering flatness in the mode (1) and / or (2). FIG. 4 also shows the locations where internal cracks 5 are likely to occur and the direction in which internal cracks 5 are likely to occur when they are dried by a conventional method.
In FIG. 4A, two strain gauges 1A and 1B are fixed on the same cross section of the centering positive angle 2 in the manner of (1) and (2).
In FIG. 4B, six strain gauges are fixed on the same cross section of the core-supporting flat angle 2, and four strain gauges 1A among them are the modes (1) and (2). The other two strain gauges 1B are fixed in the mode (1).
In FIG. 4 (c), four strain gauges are fixed on the same cross section of the centering flat angle 2, and each of the strain gauges 1A and 1B is in the form of (1) and (2). It is fixed.
[0018]
A preferred method of fixing the strain detection means inside the wood will be described with reference to FIG. 5 by taking as an example a case where the strain gauge is fixed inside the core holding positive angle.
First, a hole or the like is drilled with a drill or the like from the central portion in the width direction of each side surface of the cored square member 2 until it penetrates the central portion in the width direction of the adjacent side surface at an angle of 45 ° to each side surface [FIG. (See (a)). The inner diameter of the through hole is just enough for the strain gauge to enter or slightly larger.
Next, the strain gauge 1 is inserted into the through hole 23 (see FIG. 5B), and the strain gauge 1 is positioned at the center between both ends of the through hole 23. Then, the gauge lead 6 extending from the strain gauge 1 is temporarily fixed outside the through hole 23.
In this state, an adhesive is injected into the through hole 23 [see FIG. 5 (c)]. The adhesive is injected from one end opening until it flows out from the other end opening, and it is confirmed that the entire inside of the through hole is filled with the adhesive.
Then, the gauge lead 6 protruding out of the through hole is connected to the heat-resistant lead wire 8 through the gauge terminal 7 (see FIG. 1) for protecting the gauge lead, and the periphery of the connection portion of the through hole 23 is connected. Cover with the heat-resistant coating 9 including the entrance [see FIG. 5 (d)].
In this way, the strain gauge 1 can be fixed in the state shown in FIG.
[0019]
The drying of the wood in the present invention is performed under the control of temperature and humidity.
This drying is usually performed by accommodating several to several hundreds of wood in a dryer whose temperature and humidity can be controlled, and the wood to which the strain detection means is attached may be one of them (FIG. 6). reference). However, it can also be attached to a plurality.
[0020]
As a method for controlling the temperature and humidity during the drying of the wood, for example, the resistance change generated in the strain detection means is converted into data that can be read by a predetermined device, and the data obtained from the strain detection means is monitored. When drying and the data show that the internal stress (strain) of the wood has increased to such an extent that internal cracking occurs, the temperature and / or humidity can be reduced in a direction that reduces the drying stress (lowering the drying rate). When the data confirms that the risk of internal cracking has been sufficiently reduced, change the temperature and / or humidity in the direction opposite to the direction to relieve the drying stress (in the direction of increasing the drying speed). change. For example, by drying the wood while repeating such control, the drying time can be shortened while suppressing internal cracking of the wood.
[0021]
As an example of a preferable control method in the wood drying method of the present invention, the drying conditions are controlled based on data obtained from the strain detection means so that the amount of strain deformation per fixed time does not exceed a predetermined value. For example, if the amount of strain change per hour exceeds a predetermined value, the risk of internal cracking is increased, so the drying conditions are changed in the direction of slowing the drying speed, and the amount of strain change is less than the predetermined value. When the process returns to step S1, it is considered that the drying conditions are changed in the direction of increasing the drying speed, assuming that the risk of internal cracking has decreased. By controlling in this way, drying time can be shortened while preventing internal cracks.
[0022]
【Example】
Hereinafter, the method for drying wood according to the present invention will be described in more detail with reference to examples.
(Preliminary test)
70 core-supported squares (132 mm × 132 mm × 3000 mm) with no back split made from one cedar log into one grinding angle were used as materials to be dried.
A strain measurement specimen having a 132 mm square and a total length L = 1200 mm is cut out from one of the materials to be dried, and the distance from one end (the end face of the specimen) of the specimen is 1/4 of the total length L. And each four strain gauges were embedded and fixed on each cross section at a position of 1/2 of the total length L. The embedding position and the arrangement direction of each gauge were as shown in FIG. 1, and the fixing method was the method described above (see FIG. 5). In addition, the following strain gauges manufactured by Kyowa Denki Co., Ltd. were used as strain gauges.
"KFG-3-120-C20-11 (with gauge lead)", adhesive for fixing the gauge; "EP-34B", gauge terminal; "TF-28", heat-resistant lead wire; "L-" 12 ", heat-resistant coating;" SKF-3059 "
[0023]
The strain measurement specimen is housed in a high-temperature specification IF-type steam dryer “SK-IF10LHP” manufactured by Shinshiba Equipment together with other materials to be dried, and the heat-resistant lead wire extended outside the dryer It was connected to a data logger (“THS-1100” manufactured by Tokyo Sokki Co., Ltd.) by a 1-gauge 3-wire method so that strain during drying could be measured. In addition, the amount of change in strain per hour was output during analysis.
In addition, an electrical resistance type moisture content meter and a thermocouple for temperature measurement inside the wood (K thermocouple, temperature range 0 to 150 ° C.) are used for the strain measurement specimen, and the intermediate layer corresponding to the position where the strain gauge is embedded. (About 28 mm depth) and a central layer (about 66 mm depth) at the center of the cross section of the material so that the moisture content and temperature inside the wood during drying can be measured.
[0024]
After completion of such preparation, as a preliminary test, drying was performed according to the drying schedule shown in FIG. 7, and the relationship between strain change and internal cracking was examined. In this preliminary test, the drying conditions were not controlled based on the data obtained from the strain gauge.
After drying, the cross section of the strain gauge embedded part of the measurement specimen was inspected, and no internal cracks were observed in the three gauge embedded parts of the four strain gauges, and the remaining one gauge embedded part Was found to have internal cracks. Looking at the transition of strain change per hour based on the data obtained from each strain gauge, the change amount at the point of maximum strain change is- Whereas it was within 300 μm, the strain variation per hour reached a maximum of nearly −500 μm at the embedded portion of one gauge where internal cracks occurred. From these results, it was determined that there was a risk of internal cracking when the amount of change in the measured internal strain exceeded −300 μm per hour. Note that the strain change amount data shown in FIG. 7 is data on an embedded portion of one gauge in which an internal crack has occurred.
[0025]
(Example)
The dimension of the core holding square that is the material to be dried is 115 mm × 115 mm × 3000 mm, and from one of them, a 115 mm square, L = 1200 mm strain measurement specimen is cut out, and the strain measurement specimen is Prepare for drying in the same manner as in the preliminary test except that the strain gauge, the electric resistance type moisture content meter and the thermocouple (K thermocouple, temperature range 0 to 150 ° C.) etc. were similarly attached. went.
[0026]
And it dried with the drying schedule shown in FIG. The details will be described below with reference to FIG.
First, steam was sprayed into the dryer, and initial steaming was performed at 96 ° C. and a relative humidity of 100%. This initial steaming was carried out for 8 hours, and the temperature of the wood in the dryer was raised to a predetermined temperature, and then switched to the drying process at time point (1) in the figure. In the first drying step, drying was performed at a dry bulb temperature of 110 ° C. or higher. In the first drying step, drying was continued while monitoring the moisture content of the intermediate layer corresponding to the gauge embedding part, and the moisture content became a fiber saturation point (30%) at which internal cracks easily occur. At the time of (2) in the figure, the dry bulb temperature was switched from 112 ° C. to 108 ° C. to switch to the second drying step.
[0027]
In this example, the drying conditions were controlled based on the data obtained from the strain detection means in the second drying step following the first drying step in which the dry bulb temperature was 110 ° C. or higher. That is, if the drying at the dry bulb temperature of 108 ° C. is continued, the strain change amount per hour (hereinafter simply referred to as strain change amount) decreases. Then, at the point of (3) in the figure where the recovery was made to −100 μm, the wet bulb temperature was lowered from 86 ° C. to 83 ° C. in order to increase the drying rate.
As a result, the strain change amount increased from a decrease to an increase. Furthermore, by continuing the same conditions, the amount of strain change became -250μ, which is close to the danger zone (-300μ) where internal cracks occur, so at that time (point of (4) in the figure) Therefore, the dry-bulb temperature was lowered from 108 ° C. to 105 ° C. (the drying speed was reduced).
[0028]
As a result, the amount of change in distortion turned from increasing to decreasing. Then, at the time point when it recovered to −250 μ after 4 hours (time point (5) in the figure), in order to increase the drying rate, the dry bulb temperature was raised from 105 ° C. to 108 ° C. and the wet bulb temperature was changed from 83 ° C. to 81 ° C. Lowered.
As a result, the amount of change in strain again began to increase from a decrease, and by continuing the same conditions, the amount of change in strain became -250μ again. At that time (point 6 in the figure), the wet bulb The dry bulb temperature was lowered from 108 ° C. to 105 ° C. with the temperature kept unchanged, and the drying rate was slowed down.
[0029]
As a result, the amount of change in distortion turned from increasing to decreasing. Then, at the time point when it recovered to −250 μ after 4 hours (point of (7) in the figure), in order to increase the drying speed, the dry bulb temperature was increased from 105 ° C. to 108 ° C. and the wet bulb temperature was changed from 81 ° C. to 79 ° C. Lowered.
When drying was continued under these conditions, the moisture content of the intermediate layer corresponding to the gauge embedding site became 15% and the strain change amount was within −200 μm, and the risk of occurrence of internal cracks was reduced. Then, when the moisture content at the center of the wood becomes 35% and the material temperature reaches 102 ° C. (point of (8) in the figure), the dry bulb temperature is lowered to 105 ° C., and the drying conditions based on the strain change amount Control of was terminated.
[0030]
Subsequent drying at a dry bulb temperature of 105 ° C. for a relatively long period of time is intended to prevent various deformations due to shrinkage of the central part, and to control the humidity in order to finish a uniform drying material without unevenness in drying. In this example, after the temperature of the dry bulb was further lowered at 132 hours from the start of the initial cooking, the drying was finished in about 12 hours.
[0031]
When the cross section of the strain gauge embedded portion of the strain measurement specimen dried according to the example was visually inspected, no internal crack was observed in any of the gauge embedded portions. Further, each material to be dried at the same time was cut at a position of 30 cm and a central position in the longitudinal direction from the both mouth ends, and the presence or absence of internal cracks was visually observed for each cross section. No internal cracks were observed for 64 of the desiccants, and the degree of the remaining 5 cracks for which internal cracks were observed was extremely small.
Note that the strain change data shown in FIG. 8 is the gauge of the fastest drying speed among the eight strain gauges (the gauge embedded in the position of 1/4 of the total length L, the gauge indicated by 1C in FIG. 1). ).
[0032]
From the results of the examples, it can be seen that internal cracking can be prevented without unnecessarily extending the drying time by controlling the drying conditions so as to suppress the amount of strain change per predetermined time to a predetermined value or less. . The method for drying wood according to the present invention is not limited to the case where the timber produced from the coniferous tree is provided with a drying step of drying at a dry bulb temperature of 100 ° C., particularly 110 ° C. or more, as in the above example. The present invention can also be applied to the case where the sawn square is dried at a temperature of 100 ° C. or lower.
[0033]
【The invention's effect】
According to the present invention, it is possible to obtain data that accurately reflects the state of the drying stress inside the wood during drying, and wood that can efficiently dry the wood while suppressing internal cracking and shortening the drying time. The drying method can be provided.
[Brief description of the drawings]
FIG. 1 is a cross-sectional view of a timber showing a state in which a strain detecting means is fixed inside the timber.
FIG. 2 is a diagram schematically showing a cross section corresponding to FIG. 1;
FIG. 3 is a cross-sectional view of wood schematically showing a portion where an internal crack is likely to occur and a direction in which the internal crack is likely to occur when the wood has a positive angle with a center.
FIG. 4 is a cross-sectional view of wood schematically showing a state in which strain detection means is fixed to the wood, along with a portion where the internal crack of the wood is likely to occur and a direction in which the internal crack is likely to occur, (a) is a centering square, (b) is a centering flat, and (c) is a diagram showing a centering flat.
FIGS. 5A and 5B are diagrams showing a procedure for fixing the strain detection means to the wood, in which FIG. 5A shows a state in which a through hole for inserting the strain detection means is formed in the wood, and FIG. 5B shows a through hole; (C) is a state in which an adhesive is injected into the through hole after the strain detection unit is inserted, and (d) is a state in which a gauge terminal and the like are covered with a heat-resistant coating together with the opening of the through hole. FIG.
FIG. 6 is a perspective view schematically showing a state in which the wood to which the strain detecting means is attached is arranged in the dryer together with other wood.
FIG. 7 is a diagram showing a drying schedule in a preliminary test.
FIG. 8 is a drying history graph showing a transition of a control history of a drying condition and a strain change amount in an example.
[Explanation of symbols]
1,1A-1D strain gauge (strain detection means)
2 Wood 3 Annual ring 5 Internal crack

Claims (4)

歪み検知手段を、木材の内部に固定し、該歪み検知手段から得られるデータに基づき乾燥条件を制御しながら、該木材の乾燥を行う木材の乾燥方法であって、
前記木材が、芯持正角、芯去正角、芯持平角又は芯去平角であり、該木材の長手方向と直交する断面上に、該木材の一側面の幅方向中央部と該一側面に隣接する他側面との間を結び且つ該一側面に対して45の角度をなす線分を想定したときの該線分の中心点付近に、前記歪み検知手段を固定し、該歪み検知手段は、接着剤を介して周囲の木材と一体化した状態に固定することを特徴とする木材の乾燥方法。
Distortion detecting means, is fixed to the inside of the wood, while controlling the drying conditions on the basis of the data obtained from the strain sensing means, a drying method of drying a row Cormorants timber of the wood,
The wood is a cored square, a centered square, a cored flat, or a cored flat, and on a cross section perpendicular to the longitudinal direction of the wood, the widthwise central portion of the one side and the one side The strain detection means is fixed near the center point of the line segment when assuming a line segment connecting the other side surface adjacent to the side surface and forming an angle of 45 with respect to the one side surface. Is a method for drying wood, which is fixed in an integrated state with surrounding wood through an adhesive .
前記歪み検知手段は、特定方向の伸縮に対して高い感受性を示すものであり、該歪み検知手段を、前記特定方向が前記木材の長手方向と直交する面と平行となり且つ該特定方向が該木材の一の年輪の近傍において該年輪の接線方向と平行となるように固定する請求項記載の木材の乾燥方法。The strain detection means is highly sensitive to expansion and contraction in a specific direction. The strain detection means is configured so that the specific direction is parallel to a plane perpendicular to the longitudinal direction of the wood and the specific direction is the wood. The method for drying wood according to claim 1 , wherein the lumber is fixed so as to be parallel to a tangential direction of the annual ring in the vicinity of one annual ring. 前記木材の少なくとも一側面に、該一側面から隣接する他側面に亘る貫通孔を形成し、該貫通孔内に前記歪み検知手段を挿入すると共に該貫通孔内に接着剤を充填して硬化させることにより、該歪み検知手段を前記木材の内部に固定する請求項1又は2に記載の木材の乾燥方法。A through hole extending from the one side surface to the other side surface adjacent to the one side surface is formed in at least one side surface of the wood, and the strain detecting means is inserted into the through hole, and an adhesive is filled in the through hole and cured. The method for drying wood according to claim 1 or 2, wherein the strain detecting means is fixed inside the wood. 前記歪み検知手段から得られるデータに基づき、一定時間当たりの歪み変形量が所定の値を超えないように乾燥条件を制御する請求項1〜3の何れかに記載の木材の乾燥方法。The method for drying wood according to any one of claims 1 to 3 , wherein drying conditions are controlled based on data obtained from the strain detection means so that the amount of strain deformation per fixed time does not exceed a predetermined value.
JP2002359906A 2002-12-11 2002-12-11 How to dry wood Expired - Fee Related JP4064222B2 (en)

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