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["大阪府公立学校施設耐震診断等概要表",{"$nulls":29},"(様式-2)"]
["１　建 物 概 要"]
["学校名、建物区分(棟番号)"]
["区分、面積(対象面積)",{"$nulls":8},"校舎(",{"$nulls":5},"㎡)",null,"屋内運動場(",{"$nulls":7},"㎡)",null,"その他(",{"$nulls":6},"㎡)"]
["建築年月日、構造、階数"]
["学校設置者名/申込者名"]
["学校所在地"]
["申込み要件",{"$nulls":8},"耐震診断",{"$nulls":5},"耐震補強計画",{"$nulls":6},"総合判定"]
["基礎、地盤条件"]
["構造上の特徴",{"$nulls":7},"平面(",null,null,null,"ほぼ整形・",null,null,null,"不整形",null,")","、",null,"立面(",null,null,null,"ほぼ整形・",null,null,null,"不整形",null,")"]
[{"$nulls":8},"構造形式 ",null,null,"(X方向：",{"$nulls":9},"Y方向：",{"$nulls":9},")"]
[{"$nulls":8},"極脆性柱 ",null,null,"(",null,"有","・",null,"無",")","、",null,"下階壁抜",null,null,"(",null,"有","・",null,"無",")"]
[{"$nulls":8},"平面柱抜 ",null,null,"(",null,"有","・",null,"無",")","、",null,"PCａ屋根　",null,null,"(",null,"有","・",null,"無",")"]
["２　診 断 方 針"]
["診断法(計算法)",{"$nulls":8},"第2次診断",null,null,"、",null,"第3次診断",null,null,"、",null,"屋体診断基準",null,null,null,"、",null,"応答解析",null,null,"、"]
[{"$nulls":9},"その他 (",{"$nulls":13},")",null,null,null,"(",null,"手計算、",null,null,null,"電算機 )"]
["電算ソフト(ﾊﾞｰｼﾞｮﾝ)/(作成者)"]
["診断実施者(資格)",{"$nulls":16},"印",null,"(1級建築士登録番号：第",{"$nulls":11},"号)"]
["連絡先住所(TEL/FAX/E-mail)",{"$nulls":7},"事務所名："]
[{"$nulls":8},"住所："]
[{"$nulls":8},"TEL：",{"$nulls":8},"FAX：",{"$nulls":8},"E-mail："]
["診断実施年月日",{"$nulls":7},"平成",null,null,null,"年",null,null,"月",null,null,"日"]
["材料調査：調査値(標準偏差)",{"$nulls":7},"ｺﾝｸﾘｰﾄ:調査値=",{"$nulls":10},"設計値(Fc)=",{"$nulls":5},"診断使用値=",{"$nulls":5},"～",null,null,"(N/㎜2)"]
["設計値、診断使用値等",{"$nulls":7},"鉄筋：",{"$nulls":7},"設計値(σy)=",{"$nulls":8},"診断使用値=",{"$nulls":8},"(N/㎜2)"]
["(７．特記)",{"$nulls":7},"鉄骨：",{"$nulls":7},"設計値(σy)=",{"$nulls":8},"診断使用値=",{"$nulls":8},"(N/㎜2)"]
["３　診 断 結 果　(Is2又はIs3、CtSD又はqStを*欄に付記して記入、所見に判定、Is0との関係等を記入)"]
[{"$nulls":5},"補強前",{"$nulls":7},"補強後",{"$nulls":7},"(調査および診断に関する所見)"]
[{"$nulls":5},"Isx",null,null,"*","Isy",null,null,"*","Isx",null,null,"*","Isy",null,null,"*","目標値："]
["5F"]
["4F"]
["3F"]
["2F"]
["1F"]
["最小値"]
["４　補 強 計 画　(補強方法別に各階の補強箇所数、合計数を記入、所見に判定、Is0との関係等を記入)"]
[{"$nulls":5},"壁増設","壁補強","袖壁増設","袖壁補強","柱増設","柱補強","ブ増設","ブ補強","スリット","基礎補強","荷重軽減","その他",null,"(補強に関する所見)　目標値："]
[]
[]
["5F"]
["4F"]
["3F"]
["2F"]
["1F"]
["合計"]
["５　付 図　Ⅰ(補強前後の代表階の①Ct-F関係、主要のCt値(RC造)、又は②qStｰF値(S造)を下記に記入)"]
["X方向〔",{"$nulls":10},"階〕",{"$nulls":6},"Y方向〔",{"$nulls":10},"階〕"]
[null,"C値，qSt値",{"$nulls":17},"C値，qSt値"]
[null,null,"1.0",{"$nulls":17},"1.0"]
[null,null,"0.9",{"$nulls":17},"0.9"]
[null,null,"0.8",{"$nulls":17},"0.8"]
[null,null,"0.7",{"$nulls":17},"0.7"]
[null,null,"0.6",{"$nulls":17},"0.6"]
[null,null,"0.5",{"$nulls":17},"0.5"]
[null,null,"0.4",{"$nulls":17},"0.4"]
[null,null,"0.3",{"$nulls":17},"0.3"]
[null,null,"0.2",{"$nulls":17},"0.2"]
[null,null,"0.1",{"$nulls":17},"0.1"]
[null,null,null,"0",null,"0.5",null,"1",null,"1.5",null,"2",null,"2.5",null,"3","F値",{"$nulls":4},"0",null,"0.5",null,"1",null,"1.5",null,"2",null,"2.5",null,"3","F値"]
["６　付図　Ⅱ（主要構面軸組図、主要階平面図、補強計画等の概要を別紙(A４、２ページ以内)　添付)"]
["７　特記",null,null," ・コンクリート強度試験は、各階毎、各施工時期毎に３本以上のコアを採取することを原則とする。"]
[null,null,null," ・コンクリートの調査値、診断使用値は全標本中の最低と最大を記す。"]