{"text_format":"1","workbook":"xlsx","n_sheets":21,"sheets":["Ⅰ-JIS選定シート","Ⅱ-配合確認(Ⅰリンク）","Ⅱ-配合確認(単独)_","Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)","Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_","スラブ","柱","はり","壁","PC部材","補正値","スラブ(グラフ)","柱(グラフ)","はり(グラフ)","壁(グラフ)","PC部材(グラフ)","ポンプ150m未満(グラフ)","ポンプ150～300m(グラフ)","ポンプ300～500m(グラフ)","骨材（グラフ）_変更","Sheet1"],"not_rendered":{"charts":57,"images":3,"macros":1,"external_links":0,"defined_names":5,"comments":0,"pivot_tables":0},"unopened":[],"bounds":{"document_bytes":16777216,"sheet_cells":100000,"rows_first":2000,"rows_last":500,"rows_between":2000,"halvings":0,"cell_chars":16384,"cell_head_chars":4096},"cells_cut":0,"cells_raw":0,"read":"whole","date_system":"1900"}

{"sheet":"Ⅰ-JIS選定シート","index":0,"n_rows":63,"n_cols":12,"rows_kept":63,"cut":false,"hidden":false,"merged":[[1,8,1,9],[2,8,2,9]]}
[null,null,null,null,null,null,null,null,null,"Ver_2.1"]
[null,"コンクリートの配合選定シート",null,null,null,null,null,"データ入力者氏名","施工性能評価小委員会"]
[null,null,null,null,null,null,null,"ケース名","資料編WG"]
[]
[null,"Ⅰ","レディーミクストコンクリートの種類の選択"]
[]
[null,null,"①","設計基準強度の入力",null,null,null,null,null,"数値入力"]
[null,null,null,null,null,24,"(N/mm2)",null,null,"リスト選択"]
[null,null,null,null,null,null,null,null,null,"自動表示"]
[null,null,"②","スランプの選定",null,null,null,null,null,"計算値",null,"リスト一覧"]
[null,null,null,"・対象構造物の施工条件"]
[null,null,null,"部材の種類","柱",{"$f":"IF(E12=L16,L17,\"\")","v":""},null,null,null,null,null,"スラブ"]
[null,null,null,null,null,null,null,null,null,null,null,"柱"]
[null,null,null,"施工条件１",{"$f":"IF(E12=L12,スラブ!B4,IF(E12=L13,柱!B4,IF(E12=L14,はり!B4,IF(E12=L15,壁!B4,IF(E12=L16,PC部材!D4,L23)))))","v":"有効換算鋼材量"},650,{"$f":"IF(E12=L12,スラブ!B5,IF(E12=L13,柱!B5,IF(E12=L14,はり!B5,IF(E12=L15,壁!B5,IF(E12=L16,PC部材!D5,L23)))))","v":"(kg/m3)"},null,null,null,null,"はり"]
[null,null,null,null,null,null,null,null,null,null,null,"壁"]
[null,null,null,"施工条件２",{"$f":"IF(E12=L12,スラブ!D4,IF(E12=L13,柱!D4,IF(E12=L14,はり!D4,IF(E12=L15,壁!D4,IF(E12=L16,PC部材!F4,L23)))))","v":"締固め作業高さ"},3,{"$f":"IF(E12=L12,スラブ!D5,IF(E12=L13,柱!D5,IF(E12=L14,はり!D5,IF(E12=L15,壁!D5,IF(E12=L16,PC部材!F5,L23)))))","v":"(m)"},null,null,null,null,"PC部材"]
[null,null,null,null,null,null,null,null,null,null,null,"　施工条件１・２の大きい方を採用"]
[null,null,null,"施工条件３",{"$f":"IF(E12=L12,スラブ!F4,IF(E12=L13,柱!F4,IF(E12=L14,はり!F4,IF(E12=L15,壁!F4,IF(E12=L16,PC部材!B4,L23)))))","v":"かぶりあるいは鋼材の最小あき"},48,{"$f":"IF(E12=L12,スラブ!F5,IF(E12=L13,柱!F5,IF(E12=L14,はり!F5,IF(E12=L15,壁!F5,IF(E12=L16,PC部材!B5,L23)))))","v":"(mm)"},null,null,null,null,"①設計基準強度を記入"]
[null,null,null,null,null,{"$f":"IF(E12=L16,L18,\"\")","v":""}]
[null,null,null,"打込みの最小スランプ",null,null,null,"A",{"$f":"IF(E12=L12,スラブ!H16,IF(E12=L13,柱!H24,IF(E12=L14,はり!H27,IF(E12=L15,壁!H22,IF(E12=L16,PC部材!H18,L23)))))","v":9},"(cm)"]
[null,null,null,null,null,null,null,null,{"$f":"IF(I20=\"***\",L21,\"\")","v":""},null,null,"※平均鉄筋量が200kg/m3、RC換算400kg/m以上の場合は、個別に検討する"]
[]
[null,null,"③","スランプの補正",null,null,null,null,null,null,null,"　"]
[null,null,null,"圧送条件","テーパー管を使用し100A（4B)以下の配管接続の有無",null,null,null,null,null,null,"無し"]
[null,null,null,null,null,"無し",null,null,null,null,null,"有り"]
[]
[null,null,null,"圧送距離（水平換算距離）※１",null,135,"(m)","B",{"$f":"補正値!H40","v":0},"(cm)"]
[]
[null,null,null,"日平均気温",null,25,"(℃)","C",{"$f":"補正値!H41","v":0},"(cm)"]
[]
[null,null,null,"配管条件","連続した上方または下方の20m以上圧送の有無"]
[null,null,null,null,null,"無し",null,"D",{"$f":"補正値!H42","v":0},"(cm)"]
[null,null,null,null,null,null,null,null,{"$f":"IF(I27=\"***\",L33,\"\")","v":""},null,null,"※圧送距離が300m以上の場合は、スランプの補正は既往の実験や試験圧送による"]
[]
[null,null,"④","スランプの許容差",null,null,null,"E",2.5,"(cm)"]
[null,null,null,null,null,null,null,null,{"$f":"IF(I35>18.5,L40,L23)","v":"　"}]
[]
[null,null,"⑤","荷卸しの目標スランプ",null,null,"A＋B＋C＋D＋E＝","F",{"$f":"IF(I27=\"***\",I20,I20+I27+I29+I32+I35)","v":11.5},"(cm)"]
[null,null,null,null,null,null,null,null,{"$f":"IF(I27=\"***\",L39,IF(I38>18,L40,\"\"))","v":""},null,null,"警告！③スランプの補正を含まない"]
[null,null,null,null,null,null,null,null,null,null,null,"警告！最小SLが18.5cmOVER　SL設定値を確認"]
[null,null,"⑥","JIS規定スランプの選択",null,null,"Fの値に近い規格値を選定","G",{"$f":"IF(I38=\"***\",\"***\",IF(I38<9.1,8,IF(I38<11.1,10,IF(I38<13.6,12,IF(I38<16.6,15,IF(I38<19.6,18,21))))))","v":12},"(cm)"]
[null,null,null,null,null,null,null,null,{"$f":"IF(I27=\"***\",L42,\"\")","v":""},null,null,"警告！③スランプの補正を含まない"]
[]
[null,null,"⑦","粗骨材の最大寸法の選択",null,20,null,null,null,null,null,20]
[null,null,null,null,null,null,null,null,null,null,null,25]
[null,null,null,null,null,null,null,null,null,null,null,40]
[null,null,"⑧","セメントの種類の選択",null,"BB"]
[null,null,null,null,null,null,null,null,null,null,null,"N"]
[null,null,null,null,null,null,null,null,null,null,null,"H"]
[null,null,null,null,null,null,null,null,null,null,null,"M"]
[null,null,null,"配合選択結果",null,null,null,null,null,null,null,"LL"]
[null,null,null,null,null,null,null,null,null,null,null,"BB"]
[]
[]
[null,null,"＜参考＞"]
[null,null,null,"※１：水平換算距離の計算　（必要に応じて使用）"]
[null,null,null,"配管径",null,"５インチ",null,null,"水平換算距離",null,null,"４インチ"]
[null,null,null,"上向き配管長さ",null,10,"(m)",null,{"$f":"IF(F57=\"\",\"\",IF(F57=L57,3,IF(F57=L58,4,5))*F58+F59+F60+F62*6+F61*3+F63*20)","v":135},"(m)",null,"５インチ"]
[null,null,null,"下向き配管長さ",null,0,"(m)",null,"結果は③に入力",null,null,"６インチ"]
[null,null,null,"水平配管長さ",null,30,"(m)"]
[null,null,null,"テーパー管",null,1,"(本)"]
[null,null,null,"ベント間（90°）",null,7,"(本)"]
[null,null,null,"フレキシブルホース（5～8mもの）",null,1,"(本)"]

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[null,"コンクリートの配合確認シート　（1/2）",null,null,null,null,null,null,null,null,"データ入力者氏名",{"$f":"'Ⅰ-JIS選定シート'!I2","v":"施工性能評価小委員会"}]
[null,null,null,null,null,null,null,null,null,null,"ケース名",{"$f":"'Ⅰ-JIS選定シート'!I3","v":"資料編WG"}]
[null,"Ⅱ","配合の確認"]
[]
[null,null,"①","JIS呼び方　（Ⅰにて選択）"]
[]
[null,null,null,"コンクリートの\n種類による記号",null,"呼び強度",null,"ｽﾗﾝﾌﾟ又はｽﾗﾝﾌﾟﾌﾛｰ\n(cm)",null,"粗骨材の最大寸法\n(mm)",null,"セメントの種類\nによる記号"]
[null,null,null,"普通",null,{"$f":"'Ⅰ-JIS選定シート'!F8","v":24},null,{"$f":"'Ⅰ-JIS選定シート'!I41","v":12},null,{"$f":"'Ⅰ-JIS選定シート'!F44","v":20},null,{"$f":"'Ⅰ-JIS選定シート'!F47","v":"BB"}]
[]
[null,null,"②","配合表"]
[]
[null,null,null,"スランプ","Ｗ／Ｃ","ｓ／ａ","単位量（kg/m3）",null,null,null,null,null,"入力値",null,"1： スラブ"]
[null,null,null,"（cm）","（％）","（％）","Ｗ","Ｃ","Ｓ","Ｇ",null,null,"リスト選択",null,"2： 柱"]
[null,null,null,{"$f":"H9","v":12},{"$f":"G15/H15*100","v":50},44.4,160,320,800,1000,null,null,"リンク表示",null,"3： はり"]
[null,null,null,null,null,null,null,null,null,null,null,null,"計算値",null,"4： 壁"]
[null,null,"●材料分離抵抗性，振動締固めの容易さの確認",null,null,null,null,null,null,null,null,null,null,null,"5： PC部材"]
[]
[null,null,"③","打込みのスランプ",null,null,"JIS規定スランプ－(圧送ロス＋温度ロス＋配管条件ロス）"]
[null,null,null,null,null,null,"G－（B＋C＋D）＝",null,{"$f":"'Ⅰ-JIS選定シート'!I41-('Ⅰ-JIS選定シート'!I27+'Ⅰ-JIS選定シート'!I29+'Ⅰ-JIS選定シート'!I32)","v":12},"(cm)"]
[]
[null,null,"④","構造条件",null,"2： 柱",null,null,null,null,null,null,null,null,null,"1： スラブ","2： 柱","3： はり","4： 壁","5： PC部材"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"h： 締固め作業高さ","s： 有効換算鋼材量，a：最小あき，h：締固め作業高さ","a： 最小あき，h：締固め作業高さ","s： 鋼材量，a：最小あき，h：締固め作業高さ"," "]
[null,null,"⑤","施工条件",null,"01： s＜700(kg/m3), 50(mm)≦a, h＜3.0(m)",null,null,null,null,null,null,null,null,{"$f":"HLOOKUP($F$22,$P$22:$T$35,3)","v":"01： s＜700(kg/m3), 50(mm)≦a, h＜3.0(m)"},"1： h＜0.5(m), 任意に投入可能","01： s＜700(kg/m3), 50(mm)≦a, h＜3.0(m)","1： 150(mm)≦a, h＜0.5(m)","01： s＜200(kg/m3), 100(mm)≦a, h＜3.0(m)","1： PC部材"]
[null,null,null,null,null,{"$f":"IF(F22=O13,P23,IF(F22=O14,Q23,IF(F22=O15,R23,IF(F22=O16,S23,IF(F22=O17,T23,\"NG!\")))))","v":"s： 有効換算鋼材量，a：最小あき，h：締固め作業高さ"},null,null,null,null,null,null,null,null,{"$f":"HLOOKUP($F$22,$P$22:$T$35,4)","v":"02： s＜700(kg/m3), 50(mm)≦a, 3.0(m)≦h＜5.0(m)"},"2： 0.5(m)≦h≦1.5(m), 任意に投入可能","02： s＜700(kg/m3), 50(mm)≦a, 3.0(m)≦h＜5.0(m)","2： 150(mm)≦a, 0.5(m)≦h＜1.5(m)","02： s＜200(kg/m3), 100(mm)≦a, 3.0(m)≦h＜5.0(m)","　"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"HLOOKUP($F$22,$P$22:$T$35,5)","v":"03： s＜700(kg/m3), 50(mm)≦a, 5.0(m)≦h"},"3： h≦3.0(m), 投入間隔2～3(m)","03： s＜700(kg/m3), 50(mm)≦a, 5.0(m)≦h","3： 150(mm)≦a, 1.5(m)≦h","03： s＜200(kg/m3), a＜100(mm), h＜3.0(m)","　"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"HLOOKUP($F$22,$P$22:$T$35,6)","v":"04： s＜700(kg/m3), a＜50(mm), h＜3.0(m)"},"4： h≦3.0(m), 投入間隔3～4(m)","04： s＜700(kg/m3), a＜50(mm), h＜3.0(m)","4： 60(mm)≦a＜150(mm), h＜0.5(m)","04： s＜200(kg/m3), a＜100(mm), 3.0(m)≦h＜5.0(m)","　"]
[null,null,"⑥",null,null,null,null,null,null,null,null,null,null,null,{"$f":"HLOOKUP($F$22,$P$22:$T$35,7)","v":"05： s＜700(kg/m3), a＜50(mm), 3.0(m)≦h＜5.0(m)"},null,"05： s＜700(kg/m3), a＜50(mm), 3.0(m)≦h＜5.0(m)","5： 60(mm)≦a＜150(mm), 0.5(m)≦h＜1.5(m)","05： 200(kg/m3)≦s＜350(kg/m3), 100(mm)≦a, h＜3.0(m)","　"]
[null,null,null,"下限値",null,null,"上限線",null,null,null,null,null,null,null,{"$f":"HLOOKUP($F$22,$P$22:$T$35,8)","v":"06： s＜700(kg/m3), a＜50(mm), 5.0(m)≦h"},null,"06： s＜700(kg/m3), a＜50(mm), 5.0(m)≦h","6： 60(mm)≦a＜150(mm), 1.5(m)≦h","06： 200(kg/m3)≦s＜350(kg/m3), 100(mm)≦a, 3.0(m)≦h＜5.0(m)","　"]
[null,null,null,"X","Y",null,"X","Y",null,null,null,null,null,null,{"$f":"HLOOKUP($F$22,$P$22:$T$35,9)","v":"07： 700(kg/m3)≦s, 50(mm)≦a, h＜3.0(m)"},null,"07： 700(kg/m3)≦s, 50(mm)≦a, h＜3.0(m)","7： a＜60(mm), h＜0.5(m)","07： 200(kg/m3)≦s＜350(kg/m3), a＜100(mm), h＜3.0(m)","　"]
[null,null,null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!H23","v":5},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!U23","v":580},null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!BD23","v":3},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!BE23","v":200},null,null,null,null,null,null,{"$f":"HLOOKUP($F$22,$P$22:$T$35,10)","v":"08： 700(kg/m3)≦s, 50(mm)≦a, 3.0(m)≦h＜5.0(m)"},null,"08： 700(kg/m3)≦s, 50(mm)≦a, 3.0(m)≦h＜5.0(m)","8： a＜60(mm), 0.5(m)≦h＜1.5(m)","08： 200(kg/m3)≦s＜350(kg/m3), a＜100(mm), 3.0(m)≦h＜5.0(m)","　"]
[null,null,null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!H24","v":5},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!U24","v":287},null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!BD24","v":6},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!BE24","v":350},null,null,null,null,null,null,{"$f":"HLOOKUP($F$22,$P$22:$T$35,11)","v":"09： 700(kg/m3)≦s, 50(mm)≦a, 5.0(m)≦h"},null,"09： 700(kg/m3)≦s, 50(mm)≦a, 5.0(m)≦h","9： a＜60(mm), 1.5(m)≦h","09： s＜350(kg/m3), 5.0m≦h　（aを問わず）","　"]
[null,null,null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!H25","v":10},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!U25","v":260},null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!BD25","v":8},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!BE25","v":400},null,null,null,null,null,null,{"$f":"HLOOKUP($F$22,$P$22:$T$35,12)","v":"10： 700(kg/m3)≦s, a＜50(mm), h＜3.0(m)"},null,"10： 700(kg/m3)≦s, a＜50(mm), h＜3.0(m)",null,"10： 350(kg/m3)≦s （a・hを問わず）"]
[null,null,null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!H26","v":14},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!U26","v":260},null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!BD26","v":15},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!BE26","v":440},null,null,null,null,null,null,{"$f":"HLOOKUP($F$22,$P$22:$T$35,13)","v":"11： 700(kg/m3)≦s, a＜50(mm), 3.0(m)≦h＜5.0(m)"},null,"11： 700(kg/m3)≦s, a＜50(mm), 3.0(m)≦h＜5.0(m)"]
[null,null,null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!H27","v":19},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!U27","v":300},null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!BD27","v":20},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!BE27","v":480},null,null,null,null,null,null,{"$f":"HLOOKUP($F$22,$P$22:$T$35,14)","v":"12： 700(kg/m3)≦s, a＜50(mm), 5.0(m)≦h"},null,"12： 700(kg/m3)≦s, a＜50(mm), 5.0(m)≦h"]
[null,null,null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!H28","v":24},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!U28","v":580},null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!BD28","v":27},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!BE28","v":600}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"PC部材では，上限線を満足する場合でも粘性が高く振動締固め性が低下するため，事前のコンクリート性状の確認と施工上の対応策の検討が重要。（解説図2.5.38参照）"]
[]
[]
[]
[]
[]
[]
[]
[null,null,"●圧送性確認"]
[]
[null,null,"⑦","荷卸しのスランプ",null,null,"JIS規定スランプ",null,{"$f":"H9","v":12},"(cm)"]
[]
[null,null,"⑧","圧送距離",null,{"$f":"'Ⅰ-JIS選定シート'!F27","v":135},"(m)",{"$f":"IF(F50<150,P52,IF(F50<300,Q52,IF(F50<500,R52,S52)))","v":"a： 150(m)未満"}]
[]
[null,null,"⑨","材料条件",null,"4：Gmax=20・25(mm), 砕砂",null,null,null,null,null,null,null,null,null,"a： 150(m)未満","b： 150～300(m)","c： 300～500(m)","d： 500(m)以上"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"HLOOKUP($H$50,$P$52:$S$56,2)","v":"1：Gmax=40(mm), 天然砂"},"1：Gmax=40(mm), 天然砂","1：Gmax=40(mm), 天然砂","1：Gmax=40(mm), 天然砂","適用外！"]
[null,null,null,"下限線",null,null,"上限線",null,null,null,null,null,null,null,{"$f":"HLOOKUP($H$50,$P$52:$S$56,3)","v":"2：Gmax=40(mm), 砕砂"},"2：Gmax=40(mm), 砕砂","2：Gmax=40(mm), 砕砂","2：Gmax=40(mm), 砕砂"]
[null,null,"⑩","X","Y",null,"X","Y",null,null,null,null,null,null,{"$f":"HLOOKUP($H$50,$P$52:$S$56,4)","v":"3：Gmax=20・25(mm), 天然砂"},"3：Gmax=20・25(mm), 天然砂","3：Gmax=20・25(mm), 天然砂","3：Gmax=20・25(mm), 天然砂"]
[null,null,null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!AU23","v":7},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!BA23","v":500},null,4,375,null,null,null,null,null,null,{"$f":"HLOOKUP($H$50,$P$52:$S$56,5)","v":"4：Gmax=20・25(mm), 砕砂"},"4：Gmax=20・25(mm), 砕砂","4：Gmax=20・25(mm), 砕砂","4：Gmax=20・25(mm), 砕砂"]
[null,null,null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!AU24","v":7},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!BA24","v":300},null,5,380]
[null,null,null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!AU25","v":8},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!BA25","v":292},null,6,385]
[null,null,null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!AU26","v":12},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!BA26","v":285},null,8,400]
[null,null,null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!AU27","v":16},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!BA27","v":282},null,12,430]
[null,null,null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!AU28","v":18},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!BA28","v":282},null,15,430]
[null,null,null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!AU29","v":18},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!BA29","v":282},null,20,430]
[null,null,null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!AU30","v":25},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)'!BA30","v":282},null,25,430]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,"コンクリートの配合確認シート　（2/2）",null,null,null,null,null,null,null,null,"ケース名",{"$f":"L3","v":"資料編WG"}]
[]
[null,null,"●細骨材率の確認"]
[]
[null,null,"⑪","荷卸しのスランプ",null,null,"JIS規定スランプ",null,{"$f":"H9","v":12},"(cm)",null,null,"入力値"]
[null,null,null,null,null,null,null,null,null,null,null,null,"リスト選択"]
[null,null,"⑫","配合表の細骨材率",null,null,null,null,{"$f":"F15","v":44.4},"(％)",null,null,"リンク表示"]
[null,null,null,null,null,null,null,null,null,null,null,null,"計算値"]
[null,null,"⑬","配合表の水セメント比",null,null,null,"W/C=",{"$f":"E15","v":50},"(％)",null,null,null,null,"W/C=",{"$f":"I83","v":50},"％（配合値）"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Gmax=40(mm)"]
[null,null,"⑭","材料条件（粗骨材の最大寸法）",null,null,null,"Gmax=20・25(mm)",null,null,null,null,null,null,"Gmax=20・25(mm)"]
[]
[]
[null,null,"⑮"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,"スランプに応じた細骨材率の最小値の目安"]
[]
[]
[null,null,"●単位粗骨材量の確認"]
[]
[null,null,null,"単位粗骨材かさ容積（m3/m3）＝",null,null,null,null,"単位粗骨材量（kg/m3）",null,null,null,{"$f":"100","v":100}]
[null,null,null,null,null,null,null,"粗骨材の密度（g/cm3）×粗骨材の実績率（％）",null,null,null,null,1000]
[]
[null,null,"⑯","単位粗骨材量",null,null,null,{"$f":"J15","v":1000},"(kg/m3)"]
[]
[null,null,"⑰","粗骨材の密度",null,null,null,2.5499999999999998,"(g/cm3)"]
[]
[null,null,"⑱","粗骨材の実積率",null,null,null,57.6,"(％)"]
[]
[null,null,"⑲","単位粗骨材かさ容積",null,null,null,{"$f":"H114/H116/H118/10","v":0.68082788671023964},"(m3/m3)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Gmax=40(mm)"]
[null,null,"⑳","材料条件（粗骨材の最大寸法）",null,null,null,"Gmax=20(mm)",null,"（印刷用の表示のみ）",null,null,null,null,"Gmax=25(mm)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Gmax=20(mm)"]
[]
[null,null,"21."]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,"スランプに応じた粗骨材かさ容積の最大値の目安"]

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[null,null,null,null,null,null,null,null,null,null,"ケース名","資料編WG"]
[null,"Ⅱ","配合の確認"]
[]
[null,null,"①","JIS呼び方"]
[]
[null,null,null,"コンクリートの\n種類による記号",null,"呼び強度",null,"ｽﾗﾝﾌﾟ又はｽﾗﾝﾌﾟﾌﾛｰ\n(cm)",null,"粗骨材の最大寸法\n(mm)",null,"セメントの種類\nによる記号"]
[null,null,null,"普通",null,30,null,8,null,20,null,"N"]
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[null,null,"②","配合表"]
[]
[null,null,null,"スランプ","Ｗ／Ｃ","ｓ／ａ","単位量（kg/m3）",null,null,null,null,null,"入力値",null,"1： スラブ"]
[null,null,null,"（cm）","（％）","（％）","Ｗ","Ｃ","Ｓ","Ｇ",null,null,"リスト選択",null,"2： 柱"]
[null,null,null,{"$f":"H9","v":8},{"$f":"G15/H15*100","v":51.437699680511187},44.7,161,313,810,1027,null,null,"リンク表示",null,"3： はり"]
[null,null,null,null,null,null,null,null,null,null,null,null,"計算値",null,"4： 壁"]
[null,null,"●材料分離抵抗性，振動締固めの容易さの確認",null,null,null,null,null,null,null,null,null,null,null,"5： PC部材"]
[]
[null,null,"③","打込みのスランプ",null,null,"JIS規定スランプ－(圧送ロス＋温度ロス＋配管条件ロス）"]
[null,null,null,null,null,null,null,null,7,"(cm)"]
[]
[null,null,"④","構造条件",null,"1： スラブ",null,null,null,null,null,null,null,null,null,"1： スラブ","2： 柱","3： はり","4： 壁","5： PC部材"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"h： 締固め作業高さ","s： 有効換算鋼材量，a：最小あき，h：締固め作業高さ","a： 最小あき，h：締固め作業高さ","s： 鋼材量，a：最小あき，h：締固め作業高さ"," "]
[null,null,"⑤","施工条件",null,"1： h＜0.5(m), 任意に投入可能",null,null,null,null,null,null,null,null,{"$f":"HLOOKUP($F$22,$P$22:$T$35,3)","v":"1： h＜0.5(m), 任意に投入可能"},"1： h＜0.5(m), 任意に投入可能","01： s＜700(kg/m3), 50(mm)≦a, h＜3.0(m)","1： 150(mm)≦a, h＜0.5(m)","01： s＜200(kg/m3), 100(mm)≦a, h＜3.0(m)","1： PC部材"]
[null,null,null,null,null,{"$f":"IF(F22=O13,P23,IF(F22=O14,Q23,IF(F22=O15,R23,IF(F22=O16,S23,IF(F22=O17,T23,\"NG!\")))))","v":"h： 締固め作業高さ"},null,null,null,null,null,null,null,null,{"$f":"HLOOKUP($F$22,$P$22:$T$35,4)","v":"2： 0.5(m)≦h≦1.5(m), 任意に投入可能"},"2： 0.5(m)≦h≦1.5(m), 任意に投入可能","02： s＜700(kg/m3), 50(mm)≦a, 3.0(m)≦h＜5.0(m)","2： 150(mm)≦a, 0.5(m)≦h＜1.5(m)","02： s＜200(kg/m3), 100(mm)≦a, 3.0(m)≦h＜5.0(m)","　"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"HLOOKUP($F$22,$P$22:$T$35,5)","v":"3： h≦3.0(m), 投入間隔2～3(m)"},"3： h≦3.0(m), 投入間隔2～3(m)","03： s＜700(kg/m3), 50(mm)≦a, 5.0(m)≦h","3： 150(mm)≦a, 1.5(m)≦h","03： s＜200(kg/m3), a＜100(mm), h＜3.0(m)","　"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"HLOOKUP($F$22,$P$22:$T$35,6)","v":"4： h≦3.0(m), 投入間隔3～4(m)"},"4： h≦3.0(m), 投入間隔3～4(m)","04： s＜700(kg/m3), a＜50(mm), h＜3.0(m)","4： 60(mm)≦a＜150(mm), h＜0.5(m)","04： s＜200(kg/m3), a＜100(mm), 3.0(m)≦h＜5.0(m)","　"]
[null,null,"⑥",null,null,null,null,null,null,null,null,null,null,null,{"$f":"HLOOKUP($F$22,$P$22:$T$35,7)","v":0},null,"05： s＜700(kg/m3), a＜50(mm), 3.0(m)≦h＜5.0(m)","5： 60(mm)≦a＜150(mm), 0.5(m)≦h＜1.5(m)","05： 200(kg/m3)≦s＜350(kg/m3), 100(mm)≦a, h＜3.0(m)","　"]
[null,null,null,"下限値",null,null,"上限線",null,null,null,null,null,null,null,{"$f":"HLOOKUP($F$22,$P$22:$T$35,8)","v":0},null,"06： s＜700(kg/m3), a＜50(mm), 5.0(m)≦h","6： 60(mm)≦a＜150(mm), 1.5(m)≦h","06： 200(kg/m3)≦s＜350(kg/m3), 100(mm)≦a, 3.0(m)≦h＜5.0(m)","　"]
[null,null,null,"X","Y",null,"X","Y",null,null,null,null,null,null,{"$f":"HLOOKUP($F$22,$P$22:$T$35,9)","v":0},null,"07： 700(kg/m3)≦s, 50(mm)≦a, h＜3.0(m)","7： a＜60(mm), h＜0.5(m)","07： 200(kg/m3)≦s＜350(kg/m3), a＜100(mm), h＜3.0(m)","　"]
[null,null,null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!H23","v":5},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!U23","v":600},null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!BD23","v":3},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!BE23","v":200},null,null,null,null,null,null,{"$f":"HLOOKUP($F$22,$P$22:$T$35,10)","v":0},null,"08： 700(kg/m3)≦s, 50(mm)≦a, 3.0(m)≦h＜5.0(m)","8： a＜60(mm), 0.5(m)≦h＜1.5(m)","08： 200(kg/m3)≦s＜350(kg/m3), a＜100(mm), 3.0(m)≦h＜5.0(m)","　"]
[null,null,null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!H24","v":5},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!U24","v":250},null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!BD24","v":6},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!BE24","v":350},null,null,null,null,null,null,{"$f":"HLOOKUP($F$22,$P$22:$T$35,11)","v":0},null,"09： 700(kg/m3)≦s, 50(mm)≦a, 5.0(m)≦h","9： a＜60(mm), 1.5(m)≦h","09： s＜350(kg/m3), 5.0m≦h　（aを問わず）","　"]
[null,null,null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!H25","v":8},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!U25","v":250},null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!BD25","v":8},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!BE25","v":400},null,null,null,null,null,null,{"$f":"HLOOKUP($F$22,$P$22:$T$35,12)","v":0},null,"10： 700(kg/m3)≦s, a＜50(mm), h＜3.0(m)",null,"10： 350(kg/m3)≦s （a・hを問わず）"]
[null,null,null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!H26","v":18},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!U26","v":280},null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!BD26","v":15},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!BE26","v":440},null,null,null,null,null,null,{"$f":"HLOOKUP($F$22,$P$22:$T$35,13)","v":0},null,"11： 700(kg/m3)≦s, a＜50(mm), 3.0(m)≦h＜5.0(m)"]
[null,null,null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!H27","v":25},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!U27","v":600},null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!BD27","v":20},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!BE27","v":480},null,null,null,null,null,null,{"$f":"HLOOKUP($F$22,$P$22:$T$35,14)","v":0},null,"12： 700(kg/m3)≦s, a＜50(mm), 5.0(m)≦h"]
[null,null,null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!H28","v":25},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!U28","v":600},null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!BD28","v":27},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!BE28","v":600}]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"PC部材では，上限線を満足する場合でも粘性が高く振動締固め性が低下するため，事前のコンクリート性状の確認と施工上の対応策の検討が重要。（解説図2.5.38参照）"]
[]
[]
[]
[]
[]
[]
[]
[null,null,"●圧送性確認"]
[]
[null,null,"⑦","荷卸しのスランプ",null,null,"JIS規定スランプ",null,{"$f":"H9","v":8},"(cm)"]
[]
[null,null,"⑧","圧送距離",null,100,"(m)",{"$f":"IF(F50<150,P52,IF(F50<300,Q52,IF(F50<500,R52,S52)))","v":"a： 150(m)未満"}]
[]
[null,null,"⑨","材料条件",null,"4：Gmax=20・25(mm), 砕砂",null,null,null,null,null,null,null,null,null,"a： 150(m)未満","b： 150～300(m)","c： 300～500(m)","d： 500(m)以上"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"HLOOKUP($H$50,$P$52:$S$56,2)","v":"1：Gmax=40(mm), 天然砂"},"1：Gmax=40(mm), 天然砂","1：Gmax=40(mm), 天然砂","1：Gmax=40(mm), 天然砂","適用外！"]
[null,null,null,"下限線",null,null,"上限線",null,null,null,null,null,null,null,{"$f":"HLOOKUP($H$50,$P$52:$S$56,3)","v":"2：Gmax=40(mm), 砕砂"},"2：Gmax=40(mm), 砕砂","2：Gmax=40(mm), 砕砂","2：Gmax=40(mm), 砕砂"]
[null,null,"⑩","X","Y",null,"X","Y",null,null,null,null,null,null,{"$f":"HLOOKUP($H$50,$P$52:$S$56,4)","v":"3：Gmax=20・25(mm), 天然砂"},"3：Gmax=20・25(mm), 天然砂","3：Gmax=20・25(mm), 天然砂","3：Gmax=20・25(mm), 天然砂"]
[null,null,null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!AU23","v":7},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!BA23","v":500},null,4,375,null,null,null,null,null,null,{"$f":"HLOOKUP($H$50,$P$52:$S$56,5)","v":"4：Gmax=20・25(mm), 砕砂"},"4：Gmax=20・25(mm), 砕砂","4：Gmax=20・25(mm), 砕砂","4：Gmax=20・25(mm), 砕砂"]
[null,null,null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!AU24","v":7},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!BA24","v":300},null,5,380]
[null,null,null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!AU25","v":8},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!BA25","v":292},null,6,385]
[null,null,null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!AU26","v":12},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!BA26","v":285},null,8,400]
[null,null,null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!AU27","v":16},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!BA27","v":282},null,12,430]
[null,null,null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!AU28","v":18},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!BA28","v":282},null,15,430]
[null,null,null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!AU29","v":18},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!BA29","v":282},null,20,430]
[null,null,null,{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!AU30","v":25},{"$f":"'Ⅱｸﾞﾗﾌﾃﾞｰﾀ(単独)_'!BA30","v":282},null,25,430]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,"コンクリートの配合確認シート　（2/2）",null,null,null,null,null,null,null,null,"ケース名",{"$f":"L3","v":"資料編WG"}]
[]
[null,null,"●細骨材率の確認"]
[]
[null,null,"⑪","荷卸しのスランプ",null,null,"JIS規定スランプ",null,{"$f":"H9","v":8},"(cm)",null,null,"入力値"]
[null,null,null,null,null,null,null,null,null,null,null,null,"リスト選択"]
[null,null,"⑫","配合表の細骨材率",null,null,null,null,{"$f":"F15","v":44.7},"(％)",null,null,"リンク表示"]
[null,null,null,null,null,null,null,null,null,null,null,null,"計算値"]
[null,null,"⑬","配合表の水セメント比",null,null,null,"W/C=",{"$f":"E15","v":51.437699680511187},"(％)",null,null,null,null,"W/C=",{"$f":"I83","v":51.437699680511187},"％（配合値）"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Gmax=40(mm)"]
[null,null,"⑭","材料条件（粗骨材の最大寸法）",null,null,null,"Gmax=20・25(mm)",null,null,null,null,null,null,"Gmax=20・25(mm)"]
[]
[]
[null,null,"⑮"]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,"スランプに応じた細骨材率の最小値の目安"]
[]
[]
[null,null,"●単位粗骨材量の確認"]
[]
[null,null,null,"単位粗骨材かさ容積（m3/m3）＝",null,null,null,null,"単位粗骨材量（kg/m3）",null,null,null,{"$f":"100","v":100}]
[null,null,null,null,null,null,null,"粗骨材の密度（g/cm3）×粗骨材の実績率（％）",null,null,null,null,1000]
[]
[null,null,"⑯","単位粗骨材量",null,null,null,{"$f":"J15","v":1027},"(kg/m3)"]
[]
[null,null,"⑰","粗骨材の密度",null,null,null,2.61,"(g/cm3)"]
[]
[null,null,"⑱","粗骨材の実積率",null,null,null,62,"(％)"]
[]
[null,null,"⑲","単位粗骨材かさ容積",null,null,null,{"$f":"H114/H116/H118/10","v":0.63465579038437769},"(m3/m3)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Gmax=40(mm)"]
[null,null,"⑳","材料条件（粗骨材の最大寸法）",null,null,null,"Gmax=20(mm)",null,"（印刷用の表示のみ）",null,null,null,null,"Gmax=25(mm)"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Gmax=20(mm)"]
[]
[null,null,"21."]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,"スランプに応じた粗骨材かさ容積の最大値の目安"]

{"sheet":"Ⅱｸﾞﾗﾌﾃﾞｰﾀ（ﾘﾝｸ)","index":3,"n_rows":143,"n_cols":59,"rows_kept":143,"cut":false,"hidden":false,"merged":[]}
[null,"施工性能",null,null,null,null,2,3,4,5,6,7,8,9,10,11,12,13,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"運搬性能",null,null,null,null,null,null,null,null,null,null,null,"上限線","PC部材のみ変更"]
[null,null,null,null,null,"1： スラブ","1： h＜0.5(m), 任意に投入可能","2： 0.5(m)≦h≦1.5(m), 任意に投入可能","3： h≦3.0(m), 投入間隔2～3(m)","4： h≦3.0(m), 投入間隔3～4(m)"]
[null,"構造条件",{"$f":"'Ⅱ-配合確認(Ⅰリンク）'!F22","v":"2： 柱"},null,null,"2： 柱","01： s＜700(kg/m3), 50(mm)≦a, h＜3.0(m)","02： s＜700(kg/m3), 50(mm)≦a, 3.0(m)≦h＜5.0(m)","03： s＜700(kg/m3), 50(mm)≦a, 5.0(m)≦h","04： s＜700(kg/m3), a＜50(mm), h＜3.0(m)","05： s＜700(kg/m3), a＜50(mm), 3.0(m)≦h＜5.0(m)","06： s＜700(kg/m3), a＜50(mm), 5.0(m)≦h","07： 700(kg/m3)≦s, 50(mm)≦a, h＜3.0(m)","08： 700(kg/m3)≦s, 50(mm)≦a, 3.0(m)≦h＜5.0(m)","09： 700(kg/m3)≦s, 50(mm)≦a, 5.0(m)≦h","10： 700(kg/m3)≦s, a＜50(mm), h＜3.0(m)","11： 700(kg/m3)≦s, a＜50(mm), 3.0(m)≦h＜5.0(m)","12： 700(kg/m3)≦s, a＜50(mm), 5.0(m)≦h",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"圧送条件",{"$f":"'Ⅱ-配合確認(Ⅰリンク）'!H50","v":"a： 150(m)未満"},null,null,"a： 150(m)未満","1：Gmax=40(mm), 天然砂","2：Gmax=40(mm), 砕砂","3：Gmax=20・25(mm), 天然砂","4：Gmax=20・25(mm), 砕砂",null,null,null,"施工条件",{"$f":"'Ⅱ-配合確認(Ⅰリンク）'!O24","v":"01： s＜700(kg/m3), 50(mm)≦a, h＜3.0(m)"}]
[null,"施工条件",{"$f":"'Ⅱ-配合確認(Ⅰリンク）'!F24","v":"01： s＜700(kg/m3), 50(mm)≦a, h＜3.0(m)"},null,null,"3： はり","1： 150(mm)≦a, h＜0.5(m)","2： 150(mm)≦a, 0.5(m)≦h＜1.5(m)","3： 150(mm)≦a, 1.5(m)≦h","4： 60(mm)≦a＜150(mm), h＜0.5(m)","5： 60(mm)≦a＜150(mm), 0.5(m)≦h＜1.5(m)","6： 60(mm)≦a＜150(mm), 1.5(m)≦h","7： a＜60(mm), h＜0.5(m)","8： a＜60(mm), 0.5(m)≦h＜1.5(m)","9： a＜60(mm), 1.5(m)≦h",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"材料条件",{"$f":"'Ⅱ-配合確認(Ⅰリンク）'!F52","v":"4：Gmax=20・25(mm), 砕砂"},null,null,"b： 150～300(m)","1：Gmax=40(mm), 天然砂","2：Gmax=40(mm), 砕砂","3：Gmax=20・25(mm), 天然砂","4：Gmax=20・25(mm), 砕砂"]
[null,null,null,null,null,"4： 壁","01： s＜200(kg/m3), 100(mm)≦a, h＜3.0(m)","02： s＜200(kg/m3), 100(mm)≦a, 3.0(m)≦h＜5.0(m)","03： s＜200(kg/m3), a＜100(mm), h＜3.0(m)","04： s＜200(kg/m3), a＜100(mm), 3.0(m)≦h＜5.0(m)","05： 200(kg/m3)≦s＜350(kg/m3), 100(mm)≦a, h＜3.0(m)","06： 200(kg/m3)≦s＜350(kg/m3), 100(mm)≦a, 3.0(m)≦h＜5.0(m)","07： 200(kg/m3)≦s＜350(kg/m3), a＜100(mm), h＜3.0(m)","08： 200(kg/m3)≦s＜350(kg/m3), a＜100(mm), 3.0(m)≦h＜5.0(m)","09： s＜350(kg/m3), 5.0m≦h　（aを問わず）","10： 350(kg/m3)≦s （a・hを問わず）",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"c： 300～500(m)","1：Gmax=40(mm), 天然砂","2：Gmax=40(mm), 砕砂","3：Gmax=20・25(mm), 天然砂","4：Gmax=20・25(mm), 砕砂"]
[null,null,null,null,null,"5： PC定着部","1： PC部材",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"d： 500(m)以上"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"　"]
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[]
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[]
[]
[null,"鋼材の最小あき150mm以上"]
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[]
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[null,"鋼材の最小あき60mm以上～150mm未満"]
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[]
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[null,"鋼材の最小あき60mm未満"]
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[]
[]
[null,null,null,"鋼材量200kg未満",null,null,null,null,null,null,"鋼材量200kg未満",null,null,null,null,null,null,"鋼材量200kg以上，350kg未満",null,null,null,null,null,null,"鋼材量200kg以上，350kg未満",null,null,null,null,null,null,"鋼材量350kg未満",null,null,null,"鋼材量350kg以上"]
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[]
[null,"鋼材量200kg未満",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"鋼材量200kg未満"]
[null,"鋼材の最小あき100mm以上",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"鋼材の最小あき100mm未満"]
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[]
[]
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[null,"鋼材量200kg以上，350kg未満",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"鋼材量200kg以上，350kg未満"]
[null,"鋼材の最小あき100mm以上",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"鋼材の最小あき100mm未満"]
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[null,"鋼材量350kg未満",null,null,null,null,null,null,null,null,null,null,null,"鋼材量350kg以上"]
[null,"鋼材間隔を問わず",null,null,null,null,null,null,null,null,null,null,null,"鋼材間隔を問わず"]
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[]
[null,null,null,"PC定着部"]
[null,null,null,"条件によらず",null,null,null,null,"上限"]
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[]
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