目錄

目錄............................................................1

一、工程概況....................................................1

1.1.工程基本概況............................................1

1.2各責(zé)任主體名稱..........................................1

1.2XXX站主體結(jié)構(gòu)工程概況.................................2

1.2.1結(jié)構(gòu)尺寸..........................................2

1.2.2結(jié)構(gòu)材料..........................................5

1.2.3主要斷面形式......................................6

1.3周邊環(huán)境................................................7

1.3.1周邊建筑物........................................7

1.3.2周邊管線..........................................7

1.4施工場地平面布置........................................7

1.4.1施工平面布置原則..................................7

1.4.2施工平面布置......................................8

1.4.3施工消防平面布置..................................8

1.4.4臨水引入..........................................9

1.4.5臨電引入..........................................9

1.4.6地面排水.........................................10

1.5危大工程特點...........................................10

1.6施工要求及技術(shù)保證.....................................11

1.6.1施工要求..........................................11

162施工難點、要求及對策..............................11

1.6.3技術(shù)保證條件.....................................11

二、編制依據(jù)...................................................13

2.1編制范圍及依據(jù).........................................13

2.11相關(guān)法律、法規(guī)、規(guī)范性文件、標(biāo)準(zhǔn)、規(guī)范............13

2.1.2設(shè)計文件.........................................14

2.2編制目的................................................14

三、施工計劃...................................................15

3.1施工單元劃分及施工順序.................................15

3.2施工工期籌劃...........................................16

3.3材料與設(shè)備計劃.........................................18

3.3.1材料需要計劃.....................................20

3.3.2機械設(shè)備需要計劃.................................21

3.4施工準(zhǔn)備...............................................22

3.4.1現(xiàn)場準(zhǔn)備.........................................22

3.4.2技術(shù)準(zhǔn)備.........................................22

3.4.3組織管理準(zhǔn)備.....................................22

3.4.4物資準(zhǔn)備.........................................22

3.4.5施工隊伍準(zhǔn)備.....................................23

3.4.6機械設(shè)備準(zhǔn)備.....................................23

四、施工工藝技術(shù)...............................................24

4.1主體結(jié)構(gòu)施工順序.......................................24

4.1.1一期基坑38軸?50軸兩層三跨主體結(jié)構(gòu)施工順序.....25

4.1.2二期基坑31軸?38軸兩層雙跨主體結(jié)構(gòu)施工順序......26

4.1.3二期基坑16軸?31軸兩層三跨主體結(jié)構(gòu)施工順序......26

4.1.4二期基坑2軸?16軸兩層四跨主體結(jié)構(gòu)施工順序.......27

4.1.5二期基坑1軸?2軸兩層四跨主體結(jié)構(gòu)施工順序（集水坑）

.................................................................................................27

4.1.6后澆帶孔洞施工順序...............................27

4.2結(jié)構(gòu)模板支撐體系設(shè)計及選擇.............................28

4.3模板及支撐體系設(shè)計.....................................29

4.3.1車站頂板、中板模板及支架設(shè)計.....................29

4.3.2預(yù)留孔洞處頂板超高超重支架設(shè)計...................30

4.3.3軌頂風(fēng)道模板及支撐體系...........................30

4.3.4側(cè)墻模板及支架設(shè)計...............................30

4.3.5立柱模板及支架設(shè)計...............................31

4.3.6梁模板及支架設(shè)計.................................31

4.3.7后澆帶模板及支架設(shè)計.............................36

4.3.8（1-23軸）中隔墻模板及支架設(shè)計....................36

4.3.9模板體系的各項設(shè)定...............................36

4.3.10模板體系的構(gòu)造及施工措施........................37

4.3.11模板支撐體系設(shè)計驗算范圍........................37

4312支架體系的構(gòu)造...................................37

4.4主要結(jié)構(gòu)部位模板施工方法...............................37

4.4.1模板施工工藝流程.................................37

4.4.2底板及底縱梁模板.................................38

4.4.3中柱模板.........................................40

4.4.4側(cè)墻模板.........................................41

4.4.5中板及中縱梁模板施工.............................43

4.4.6頂板及頂縱梁模板施工.............................44

4.4.7預(yù)留洞口及施工縫模板.............................44

4.4.8樓梯口模板施工...................................45

4.4.9中隔墻、軌頂風(fēng)道模板施工.........................47

4.4.10腋角支撐........................................48

4.4.11后澆帶模板及支撐體系............................49

4.4.12施工預(yù)拱度......................................50

4413分隔墻接縫處理...................................51

4.4.14可調(diào)托座........................................51

4.5支撐體系施工工藝.......................................52

4.5.1盤扣式腳手架搭設(shè)工藝流程.........................52

4.5.2盤扣式腳手架施工.................................52

4.6操作要求...............................................54

4.6.1模板工程.........................................54

4.6.2腳手架工程.......................................60

4.7檢查要求...............................................63

4.7.1模板工程.........................................63

4.7.2腳手架工程.......................................64

4.7.3組合鋼模板加工的要求、主要技術(shù)參數(shù)和質(zhì)量標(biāo)準(zhǔn).....65

4.8模板質(zhì)量通病及防治.....................................66

4.8.1軸線位移.........................................66

4.8.2標(biāo)高偏差.........................................67

4.8.3結(jié)構(gòu)變形.........................................68

4.8.4接縫不嚴(yán).........................................69

4.8.5脫模劑使用不當(dāng)...................................70

4.8.6封閉或豎向模板無排氣孔、澆搗孔...................70

4.8.7梁模板缺陷.......................................71

4.8.8墻模板缺陷.......................................72

4.9腳手架工程質(zhì)量通病與防治...............................73

4.9.1盤扣連接盤不合格.................................73

4.9.2支撐搭設(shè)不規(guī)范...................................74

4.10混凝土結(jié)構(gòu)缺陷處理措施................................75

4.10.1露筋處理措施....................................75

4.10.2蜂窩處理措施....................................75

4.10.3孔洞的處理措施..................................75

4.10.4麻面處理措施....................................76

4.10.5表面裂紋處理措施................................76

4.10.6錯臺處理措施....................................76

4.10.7柱子爛根處理措施................................77

4.10.8掛簾處理措施....................................77

4.10.9混凝土表面顏色不均勻處理措施....................77

4.10.10結(jié)構(gòu)滲漏水處理措施..............................77

4.11混凝土結(jié)構(gòu)修補檢查驗收.................................83

五、施工安全保證措施...........................................84

5.1組織保障措施...........................................84

5.1.1安全管理指導(dǎo)思想、目標(biāo)與依據(jù).....................84

5.1.2安全生產(chǎn)管理體系.................................84

5.1.3安全生產(chǎn)制度措施.................................86

5.1.4環(huán)境保護(hù)體系.....................................87

5.2安全技術(shù)措施...........................................88

5.2.1安全技術(shù)措施.....................................88

5.2.2高大模板安裝安全保證措施.........................89

5.2.3預(yù)防高空墜落事故安全技術(shù)措施.....................91

5.2.4模板支撐架上作業(yè)的安全技術(shù)措施...................91

5.2.5高大模板拆除安全保證措施.........................92

5.2.6臨邊與洞口的安全防護(hù).............................93

5.2.7吊裝作業(yè)安全保證措施.............................94

5.2.8雨期施工安全措施.................................95

5.2.9防臺風(fēng)措施.......................................96

5.3施工技術(shù)質(zhì)量保證.......................................97

5.3.1施工管理保證措施.................................97

5.3.2模板及支架工程質(zhì)量保證措施.......................98

5.3.3脫模劑質(zhì)量的保證措施.............................98

5.4監(jiān)測監(jiān)控措施...........................................99

5.4.1監(jiān)測目的.........................................99

542影響因素..........................................99

5.4.3監(jiān)測項目.........................................99

5.4.4監(jiān)測點設(shè)置.......................................99

5.4.5儀器設(shè)備配置.....................................99

5.4.6監(jiān)測標(biāo)準(zhǔn)........................................100

5.4.7監(jiān)測頻率........................................100

5.4.8監(jiān)測說明........................................100

5.4.9監(jiān)測平面圖......................................101

六、施工管理及作業(yè)人員配備和分工..............................102

6.1施工隊進(jìn)場須知........................................102

6.2施工隊伍與施工任務(wù)安排................................102

6.3擬進(jìn)場管理人員計劃....................................102

6.4擬進(jìn)場專職安全生產(chǎn)管理人員............................103

6.5擬進(jìn)場特種作業(yè)人員....................................103

6.6擬進(jìn)場其他作業(yè)人員....................................103

7、驗收要求...................................................104

7.1關(guān)鍵節(jié)點核查..........................................104

7.1.1核查計劃.........................................104

7.1.2驗收人員........................................104

7.1.3驗收程序........................................104

7.1.4驗收內(nèi)容........................................105

7.2程序驗收..............................................105

7.2.1驗收標(biāo)準(zhǔn)........................................105

722驗收程序.........................................106

723驗收內(nèi)容.........................................106

724驗收人員.........................................107

八、應(yīng)急處置措施..............................................109

8.1工程風(fēng)險性分析........................................109

8.1.1信息參數(shù)........................................109

8.1.2危險性分析......................................110

8.1.3風(fēng)險源辨識及對策................................110

8.2應(yīng)急處置領(lǐng)導(dǎo)小組......................................119

8.3相關(guān)部門在應(yīng)急處置中的職責(zé)............................120

8.4故報告及處理..........................................120

8.5應(yīng)急處置措施..........................................123

8.5.1腳手架整架傾倒或局部垮架事故應(yīng)急處置措施.........123

8.5.2高空墜落事故應(yīng)急處置措施........................123

8.5.3高空落物傷人事故應(yīng)急處置措施....................124

8.5.4觸電事故應(yīng)急處置措施............................125

8.5.5機械傷害事故應(yīng)急處置措施........................126

8.5.6火災(zāi)事故應(yīng)急處置措施............................126

8.5.7高溫中暑應(yīng)急處置措施............................126

8.6搶險機械、物資、人員準(zhǔn)備..............................127

8.6.1機械、物資準(zhǔn)備..................................127

8.6.2人員準(zhǔn)備........................................127

8.6.3報警............................................127

8.6.4應(yīng)急預(yù)案時間....................................127

8.6.5社會應(yīng)急救援路線................................128

8.7預(yù)案管理..............................................129

8.7.1培訓(xùn).............................................129

8.7.2演練............................................129

九、計算書及相關(guān)施工圖紙......................................130

9.1計算依據(jù)..............................................130

9.2中柱模板（設(shè)置對拉螺栓）計算書........................130

9.2.1工程屬性.........................................130

9.2.2荷載組合........................................130

9.2.3面板驗算........................................131

924柱箍驗算.........................................132

925對拉螺栓驗算.....................................134

9.3中板模板（盤扣式）計算書..............................134

9.3.1工程屬性........................................134

9.3.2荷載設(shè)計........................................134

9.3.3模板體系設(shè)計....................................135

9.3.4面板驗算........................................138

9.3.5小梁驗算........................................139

9.3.6主梁驗算........................................140

9.3.7可調(diào)托座驗算....................................143

9.3.8立桿驗算........................................143

939高寬比驗算.......................................144

9.3.10抗傾覆驗算.....................................144

9.3.11立桿支承面承載力驗算...........................145

9.4頂板模板（盤扣式）計算書..............................146

9.4.1工程屬性.........................................147

9.4.2荷載設(shè)計........................................147

9.4.3模板體系設(shè)計....................................147

9.4.4面板驗算........................................150

9.4.5小梁驗算........................................150

9.4.6主梁驗算........................................152

9.4.7可調(diào)托座驗算....................................154

9.4.8立桿驗算........................................154

9.4.9高寬比驗算......................................155

9.4.10抗傾覆驗算.....................................155

9.4.11立桿支承面承載力驗算............................156

9.5中縱梁模板（盤扣式，梁板立柱共用）計算書..............157

9.5.1工程屬性.........................................158

9.5.2荷載設(shè)計........................................158

9.5.3模板體系設(shè)計....................................159

9.5.4面板驗算........................................161

9.5.5小梁驗算........................................162

9.5.6主梁驗算........................................164

9.5.7縱向水平鋼管驗算................................166

9.5.8可調(diào)托座驗算....................................169

9.5.9立桿驗算........................................169

9.5.10比驗算.........................................170

9.5.11體抗傾覆驗算...................................170

9.5.12桿支承面承載力驗算.............................171

9.6環(huán)框梁模板（盤扣式，梁板立柱共用）及支架計算書........172

9.6.1工程屬性.........................................172

9.6.2荷載設(shè)計........................................173

9.6.3模板體系設(shè)計....................................173

9.6.4面板驗算........................................176

9.6.5小梁驗算........................................177

9.6.6主梁驗算........................................179

9.6.7縱向水平鋼管驗算................................182

9.6.8可調(diào)托座驗算....................................184

9.6.9立桿驗算........................................184

9.6.10高寬比驗算.....................................185

9.6.11架體抗傾覆驗算..................................185

9.6.12立桿支承面承載力驗算...........................186

9.7頂縱梁模板（盤扣式，梁板立柱共用）及支架計算書........187

9.7.1工程屬性.........................................188

9.7.2荷載設(shè)計........................................188

9.7.3模板體系設(shè)計....................................188

9.7.4面板驗算........................................191

9.7.5小梁驗算........................................192

9.7.6主梁驗算........................................194

9.7.7縱向水平鋼管驗算................................195

9.7.8可調(diào)托座驗算....................................197

9.7.9立桿驗算........................................197

9.7.10高寬比驗算.....................................198

9.7.11架體抗傾覆驗算..................................198

9.7.12立桿支承面承載力驗算...........................199

9.8中隔墻模板（組合式鋼模板）及支架計算書................200

9.8.1工程屬性........................................201

9.8.2荷載組合........................................201

9.8.3面板布置........................................201

9.8.4面板驗算........................................202

9.8.5小梁驗算........................................203

9.8.6主梁驗算........................................204

9.8.7對拉螺栓驗算....................................204

9.9側(cè)墻模板支架（鋼模）計算書...........................204

9.9.1工程屬性........................................205

9.9.2荷載組合........................................205

9.9.3面板驗算........................................206

9.9.4豎楞驗算（［8槽鋼）..............................207

9.9.5槽鋼背楞驗算....................................209

9.9.6支架受力計算....................................210

9.9.7埋件強度驗算....................................212

9.9.8埋件錨固強度驗算................................213

9.10施工圖紙.............................................213

9.10.1附圖1XXX站主體結(jié)構(gòu)1-1縱斷面圖（詳見圖紙XXX-SS-4-

2-2-2-JG-008（009）...............................................................................215

9.10.2附圖2XXX站主體結(jié)構(gòu)2-2縱斷面圖（詳見圖紙XXX-SS-4-

2-2-2-JG-010（011）...............................................................................216

9.10.3附圖3XXX站主體結(jié)構(gòu)3-3剖面模板支撐架體系示意圖.217

9.10.4附圖4XXX站主體結(jié)構(gòu)4-4剖面模板支撐架體系示意圖.218

9.10.5附圖5XXX站主體結(jié)構(gòu)5-5剖面模板支撐架體系示意圖.219

9.10.6附圖6XXX站主體結(jié)構(gòu)6-6剖面模板支撐架體系示意圖.220

9.10.7附圖7XXX站主體結(jié)構(gòu)7-7剖面模板支撐架體系示意圖.221

9.10.8附圖8XXX站主體結(jié)構(gòu)8-8剖面模板支撐架體系示意圖.222

9.10.9附圖9XXX站主體結(jié)構(gòu)9-9剖面模板支撐架體系示意圖.223

9.10.10附圖10XXX站主體結(jié)構(gòu)10-10剖面模板支撐架體系示意圖

224

9.10.11附圖11XXX站主體結(jié)構(gòu)11-11剖面模板支撐架體系示意圖

225

9.10.12附圖12XXX站主體結(jié)構(gòu)12-12剖面模板支撐架體系示意圖

226

9.10.13附圖13XXX站主體結(jié)構(gòu)13-13剖面模板支撐架體系示意圖

227

9.10.14附圖14XXX站48軸-50軸站臺層立桿布置平面圖…228

9.10.15附圖15XXX站1軸?48軸站臺層立桿布置平面圖..…229

9.10.16附圖16XXX站站廳層48軸?50軸立桿布置平面圖..…230

9.10.17附圖17XXX站站廳層1軸?48立桿布置平面圖....231

9.10.18附圖18中板后澆帶模板支撐系統(tǒng)示意圖...........232

9.10.19附圖19頂板后澆帶模板支撐系統(tǒng)示意圖...........233

9.10.20附圖20混凝土澆筑流程圖.......................234

9.10.21附圖21腳手架監(jiān)測布點平面圖...................236

9.10.22附圖22工期計劃橫道圖.........................237

一、工程概況

1.1.工程基本概況

XXXXXXXX東延工程01標(biāo)段土建工程為一站（XXX站）一區(qū)間（XXX

站?XXX站區(qū)間部分），車站全長500m,區(qū)間線路全長1000m（合同范圍包含

250m）o

XXX站位于規(guī)劃XXX路與XXX路交叉路口，沿規(guī)劃XXX路路中布置。

車站起訖里程為正線XXXXXXXX-XXXXXXXXXXXXXo為土也下兩層島式車站

（帶交叉渡線），站臺寬度11.5m,標(biāo)準(zhǔn)段寬20.8m,總長500m,站臺中心里程

處底板埋深17.43m。車站共設(shè)3組風(fēng)亭，7個出入口，其中3號風(fēng)道2號出入口

合建。車站東端設(shè)盾構(gòu)始發(fā)井，車站西端接明挖區(qū)間。

車站頂板厚1000mm,中板厚400mm,盾構(gòu)始發(fā)井負(fù)二層層高為8.05m,負(fù)

一層為4.95m。標(biāo)準(zhǔn)段負(fù)二層為6.535m~6.287m,負(fù)一層為4.95m?4.75m。施

工總荷載（設(shè)計值）大于15KN/m\為超過一定規(guī)模的危險性較大的分部分項工

程范圍。

區(qū)間位于XXXXXX,規(guī)戈IJXXX路與XXX路交叉路口處，沿規(guī)戈ijXXX路

敷設(shè)。一期基坑起訖里程為XXXXXXXXXXXXXXXXXXXX。區(qū)間為地下兩層

箱型多跨結(jié)構(gòu)，區(qū)間不設(shè)置聯(lián)絡(luò)通道及泵站和人防門，覆土約2.62?3.67m,基

坑深約16.42?16.712m,基坑寬約25.05?27.5m,采用明挖順作法施工，圍護(hù)結(jié)

構(gòu)采用800mm地下連續(xù)墻。

場地地貌單元屬于長江漫灘，地形起伏較為平緩。

1.2各責(zé)任主體名稱

單位性質(zhì)單位名稱聯(lián)系人備注

建設(shè)單位

監(jiān)理單位

施工單位

設(shè)計單位

勘察單位

檢測中心

施工檢測單位

測量中心

第三方監(jiān)測中心

施工監(jiān)測單位

1.2XXX站主體結(jié)構(gòu)工程概況

1.2.1結(jié)構(gòu)尺寸

頂板厚1000mmo負(fù)二層中板厚400mm,底板厚1000mm；負(fù)一層內(nèi)襯墻1?

30軸厚600mm,30?50軸厚700mm,負(fù)二層內(nèi)襯墻1?30軸厚700mm,30-

50軸厚800mm。頂板縱梁(bXh)1000mmX2000mm,負(fù)二層中板縱梁(bXh)

900mmX1000mm,底板縱梁(bXh)1000mmX2200mm0各種梁、柱詳細(xì)尺寸

見表121。

表1.2-1各種梁、柱詳細(xì)尺寸

序號構(gòu)件類型構(gòu)件名稱構(gòu)件尺寸(bXh)附注

1DZL11000X220048-50軸

2DZL2-11000X2200上翻200

3DZL2-21000X2200上翻1200

4DZL2-31000X2200上翻500

5DZL2-41000X2200上翻960

6DZL2-51000X2200單側(cè)上翻960

底梁

7DZL2-61000X2200全下翻

8DZL31000X284030-31軸

9DHL11000X203548軸

10DHL21000X200016軸

11DCL11000X220049軸

12DCL21000X124028軸

序號構(gòu)件類型構(gòu)件名稱構(gòu)件尺寸(bXh)附注

13KZ1700X1100

14柱KZ2800X1200

15KZ3700X1000

16KZ4800X1000

18KZ5570X1600

19KZ6630X1200

20KZ7650X1200

21KZ8500X1600

22KZ9400X1600

23KZ10700X1600

24KZ11610X1600

25KZ12800X1600

26KZ13520X1200

27KZ14680X1200

序號構(gòu)件類型構(gòu)件名稱構(gòu)件尺寸(bXh)附注

28FBZ1800X170050軸

29AZ2900X2900

30AZ5800X2206

柱

31AZ6800*2090

32AZ9800X2500

33AZ10800X2480

序號構(gòu)件類型構(gòu)件名稱構(gòu)件尺寸(bXh)附注

34ZHKL11700X1000上翻600

35環(huán)框梁ZHKL21800X1000

36ZHKL31920X1000

37ZZL1-1900X1000

ZZL

38ZZL1-2900X1000單側(cè)上翻600

39ZAL1800X400

40ZAL2500X400

41ZAL3600X400中暗梁

42ZAL4400X400

43ZALZAL52000X400

44ZAL6900X400

45ZAL7700X800

46ZAL8800X800

47ZAL91000X400

48ZCL11000X800

ZCL

49ZCL21000X600

50ZCL3600X800

51ZCL4600X600

52ZCL5800X600

53ZCL61000X1250

54ZCL71000X1000

55ZCL81100X1160

56ZCL91000X700

57ZCL10800X1000

58ZBL1800X800

ZBL

59ZBL21050X800

60KZ151000X80050軸

61KZ16800X2900

62KZKZ17700X1000

63KZ18600X1000

64KZ19600X1200

65FBZ2800X1500

66ZA1800X1000

67ZA2800X2900

68ZA3700X1000

69ZA4600X1000

AZ

70ZA5800X2206

71ZA6800XX2090

72ZA7600X1500

73ZA8700X1500

74ZA9600X600

序號構(gòu)件類型構(gòu)件名稱構(gòu)件尺寸（bXh）附注

75THKL11850X900

76THKL21800X900

1650X900

77THKL3異型

環(huán)框梁(800X1600)

1650X900

78THKL4異型

(800X1600)

79THKL51920X1600

80TZL1-11000X2000上翻900

81TZL1-21000X2000全下翻

TZL

82TZL1-31000X2000上翻1000

83TZL1-41000X2000上翻200

84TKL1700X1600

85TKL2700X1700

86TKL3600X1600

TKL

87TKL4600X1700

88TKL5800X1600

89TKL6600X1800

90TCL11100X1600

91TCL21300X1100

92TCLTCL31200X1000

93TCL41500X1100

94TCL51000X1000

1.2.2結(jié)構(gòu)材料

1、混凝土

（1）框架柱（含與附屬接口處框架柱）強度等級為C50,暗柱混凝土標(biāo)號

同側(cè)墻，梁、柱節(jié)點處采用柱混凝土標(biāo)號；

（2）盾構(gòu)吊裝孔后澆板、盾構(gòu)出入孔后澆板碎為C40微膨脹混凝土；

（3）端頭井內(nèi)下沉區(qū)段回填素混凝土為C20；

（4）底板墊層混凝土、建筑砌筑結(jié)構(gòu)構(gòu)造柱、圈梁、過梁混凝土為C20；

（5）頂板（頂板梁）、中板（樓板梁）、底板（底板梁）、側(cè)墻、內(nèi)墻采用混

凝土等級為C35。

（6）防水混凝土：頂板、頂梁、側(cè)墻、底板、底梁等臨近土側(cè)構(gòu)件采用防

水碎，負(fù)一層、負(fù)二層臨