哈鄭線結(jié)構(gòu)專業(yè)交底記錄—初稿-資料下載頁(yè)
2025-04-07 20:51本頁(yè)面
【正文】 250425060104350435061524450445062934550455064354650465065764750475067184850485068594850485068594M64(35)3504954950495070005050505071425150515072835150515072835250525074255350535075665450545077075450545077075550555078495650565079905750575081325750575081325850585082735950595084156050605085566050605085564M68(35)3705236150615086976250625088396350635089806350635089806450645091226550655092636650665094056650665094056750675095466850685096876950695098296940694098157040704099567140714010097724072401023972407240102394M72(35)3905527340734010380744074401052275407540106637540754010663764076401080577407740109467840784011087鐵塔及基礎(chǔ)配置表J1G3010及J3中基礎(chǔ)圖號(hào)S800ST0101應(yīng)為S800ST0102；G3017桿塔呼高54m應(yīng)為57m； J1轉(zhuǎn)角角度應(yīng)為7176。01′59″，A、B、C、D腿基礎(chǔ)型式B5456應(yīng)為BL5456；G3003中B、C；，并刪除保護(hù)措施中B腿基礎(chǔ)露出地面高度說明；，保護(hù)措施中為B；G3029基礎(chǔ)型式改為BL5752，具體見S800ST0102113；G3039中A；G3051中濕陷性黃土處理說明刪除；G3058中A腿圖號(hào)為S800ST010268；G3059中B腿圖號(hào)應(yīng)為S800ST010268；；；；G3073中A腿基礎(chǔ)型號(hào)XD3855圖號(hào)為S800ST010268；G3075中A腿基礎(chǔ)型號(hào)XD3855圖號(hào)為S800ST010268；；；J15中A；﹢；；G3164中D腿基礎(chǔ)圖號(hào)為S800ST010268；G3183中A、C腿基礎(chǔ)圖號(hào)為S800ST010268；G3187刪除保護(hù)措施中的濕陷性黃土處理措施；G3192中D腿基礎(chǔ)圖號(hào)為S800ST010268；?；A(chǔ)施工圖中主柱露頭h為主柱左側(cè)最高點(diǎn)到自然地面高度?；A(chǔ)底板中心位移值=(基礎(chǔ)埋深+主柱露頭高度)*鐵塔坡度斜柱基礎(chǔ)和掏挖基礎(chǔ)塔腳板不同。掏挖基礎(chǔ)外露部分必須與主柱幾何形狀一樣G3172接身呼高應(yīng)為48m，接腿長(zhǎng)度全為9m3126A、B腿長(zhǎng)應(yīng)為10mT4167，圖號(hào)S800ST010222材料表數(shù)據(jù)有誤濕陷性黃土地基處理措施具體見相關(guān)圖紙記錄整理人及單位日期 注：工程單項(xiàng)交底按此表格填寫，工程綜合交底作為紀(jì)要首頁(yè)
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