高層住宅項(xiàng)目施工組織設(shè)計(jì)

XXX高層住宅項(xiàng)目

施工組織設(shè)計(jì)

編制：_________________

審核：_________________

審批：_________________

202x年xx月

目錄

1.編制目的及編制原則........................................................19

1.1.編制說(shuō)明............................................................19

1.2.編制目的............................................................19

1.3.編制原則............................................................19

1、以工期為目標(biāo)確定大型機(jī)械、配套機(jī)械、勞動(dòng)組織的實(shí)施方案。..................19

4、以工程為對(duì)象，因事設(shè)職，因職設(shè)人。.........................................20

1.4.指導(dǎo)思想............................................................20

1.5.編制依據(jù)............................................................20

2.工程概況.................................................................23

1.6.工程名稱............................................................23

1.7.建設(shè)地點(diǎn)............................................................23

1.8.建設(shè)單位............................................................23

1.9.監(jiān)理單位............................................................23

1.10.建筑規(guī)模...........................................................23

1.11.工程承包范圍.......................................................29

3.工程重點(diǎn)施工方案...........................................................31

1.12.施工場(chǎng)區(qū)用地安排...................................................31

1.13.深基坑降水與支護(hù)...................................................31

1.14.地下防水施工.......................................................32

1.15.混凝土抗堿性能控制.................................................32

1.16.筏板大體積混凝土的質(zhì)量控制.........................................32

1.17.高層腳手架的選用...................................................33

1.18.土方工程...........................................................33

1.19.冬季施工要點(diǎn).......................................................34

1.20.雨季施工要點(diǎn).......................................................34

1.21.環(huán)境保護(hù)...........................................................35

1.22.勞務(wù)分包的管理與協(xié)調(diào)...............................................35

1.23.以人為本，解決好擾民、民擾問(wèn)題.....................................35

4.施工部署和協(xié)調(diào)管理.........................................................37

1.24.施工部署...........................................................37

2、勞務(wù)分包隊(duì)伍的配備.........................................................37

3、施工管理人員配備及機(jī)械設(shè)備材料配備.........................................37

1.1.4.總體施工順序......................................................38

(3)底板與地下結(jié)構(gòu)...........................................................39

(4)地上主體結(jié)構(gòu).............................................................39

1.1.5.施工機(jī)械設(shè)備的配置................................................40

1、垂直運(yùn)輸機(jī)械(設(shè)置位置見(jiàn)現(xiàn)場(chǎng)平面布置圖)..................................40

(1)塔式起重機(jī)..........................................................40

(2)施工電梯............................................................40

2、混凝土、鋼筋、木工加工機(jī)械.................................................40

1.1.6.勞動(dòng)力組織........................................................42

1.1.7.施工材料的選用...................................................45

1、鋼筋連接方法...............................................................45

2、模板選用...................................................................45

3、混凝土.....................................................................45

4、施工腳手架.................................................................45

1.25.協(xié)調(diào)管理...........................................................46

5.施工準(zhǔn)備...................................................................49

1.26.原則...............................................................49

1.27.技術(shù)準(zhǔn)備...........................................................49

6.3現(xiàn)場(chǎng)準(zhǔn)備.............................................................51

1.28.物資準(zhǔn)備...........................................................52

1、按計(jì)劃落實(shí)暫設(shè)材料的訂貨加工并適時(shí)供應(yīng)到現(xiàn)場(chǎng)。............................52

6.主要施工方法...............................................................53

1.29.測(cè)量方案...........................................................53

1、人員準(zhǔn)備...................................................................53

2、測(cè)量?jī)x器...................................................................53

3、圖紙校核...................................................................53

1.1.13.定位測(cè)量.........................................................54

1、定位依據(jù)校測(cè)...............................................................54

2、平面控制網(wǎng).................................................................54

3、標(biāo)高控制網(wǎng).................................................................55

4、校核基槽尺寸...............................................................55

1.1.14.結(jié)構(gòu)施工放線.....................................................55

1、平面控制...................................................................55

2、標(biāo)高控制...................................................................56

3、驗(yàn)線工作程序...............................................................57

1.1.15.裝修階段的測(cè)量放線...............................................57

1.1.16.各項(xiàng)測(cè)量放線工作允許誤差.........................................57

1、平面控制各項(xiàng)允許誤差.......................................................57

2、標(biāo)高控制各項(xiàng)允許誤差.......................................................58

1.1.17.沉降觀測(cè).........................................................58

1.1.18.基本要求及注意事項(xiàng)...............................................58

5、鋼尺量距應(yīng)采用往返丈量，并進(jìn)行三差改正，以保證精度。......................58

7、現(xiàn)場(chǎng)內(nèi)材料堆放、車(chē)輛停放應(yīng)保證測(cè)量點(diǎn)位間的通視。..........................59

1.30.土方工程...........................................................59

1、基坑的開(kāi)挖與外運(yùn)...........................................................59

(1)工作面預(yù)留..........................................................59

(2)開(kāi)挖順序............................................................59

(3)土方棄運(yùn)............................................................59

2、清槽.......................................................................59

(1)清槽采用人工配合挖土機(jī)的清槽方法。..................................59

3、樁頭破處：.................................................................59

4、邊坡碼放砂袋及余土外運(yùn).....................................................60

1.1.20.土方回填施工.....................................................60

1.31.鋼筋工程...........................................................60

1.1.21.鋼筋采購(gòu).........................................................61

1.1.22.鋼筋加工.........................................................61

1.1.23.鋼筋連接.........................................................62

1、鋼筋加工車(chē)間內(nèi)采用閃光對(duì)焊；..............................................62

4、電渣壓力焊接焊接連接......................................................63

5、電弧焊....................................................................63

6、閃光對(duì)焊..................................................................63

7、直螺紋.....................................................................64

1）、用于直螺紋鋼筋下料..................................................64

2）、鋼筋直螺紋連接絲頭的制造............................................64

3）、鋼筋直螺紋絲頭的施工現(xiàn)場(chǎng)檢驗(yàn)........................................64

（2）檢驗(yàn)方法及結(jié)果評(píng)定.......................................................64

4）、直螺紋鋼筋連接......................................................65

5）、直螺紋鋼筋連接接頭的施工現(xiàn)場(chǎng)檢驗(yàn)....................................65

8、操作人員須經(jīng)培訓(xùn)合格后，持證上崗。.........................................66

1.1.24.鋼筋綁扎.........................................................66

4、鋼筋預(yù)埋件位置、數(shù)量要保證準(zhǔn)確，設(shè)專人負(fù)責(zé)檢查。..........................66

1.1.25.主要施工方法.....................................................66

1、底板鋼筋綁扎...............................................................66

2、剪力墻暗柱鋼筋綁扎.........................................................68

（1）工藝流程............................................................68

（2）套柱箍筋............................................................68

（3）畫(huà)箍筋間距線........................................................68

（4）柱箍筋綁扎..........................................................68

3、暗柱、墻、梁鋼筋綁扎.......................................................69

（1）暗柱鋼筋綁扎........................................................69

（2）剪力墻鋼筋綁扎......................................................69

4、頂板、樓梯鋼筋綁扎.........................................................71

插圖9樓板施工縫做法.....................................................72

5、梁鋼筋綁扎：...............................................................73

6、注意事項(xiàng)：.................................................................73

1）板撐設(shè)置..............................................................73

2）梁內(nèi)設(shè)置楞頭鐵........................................................74

3)鋼筋保護(hù)層墊塊的設(shè)置：................................................74

1、綁扎墻、柱鋼筋時(shí)搭設(shè)臨時(shí)架子，不準(zhǔn)蹬踩鋼筋。..............................75

1.32.模板工程...........................................................75

一、地下室墻體模板............................................................76

二、頂板、樓梯、梁模板........................................................78

1、工藝流程...................................................................80

2、施工方法...................................................................81

1.1.29.模板拆除.........................................................81

1.1.30.模板質(zhì)量控制措施.................................................82

1、模板安裝質(zhì)量要求...........................................................82

(5)澆筑混凝土后，對(duì)漏漿等污染要及時(shí)清理干凈。..........................83

2、頂板模板...................................................................83

1.1.31.質(zhì)量標(biāo)準(zhǔn).........................................................83

1.33.混凝土工程........................................................84

1.1.32.商品混凝土施工準(zhǔn)備...............................................84

1、混凝土施工技術(shù)準(zhǔn)備.........................................................84

④混凝土配合比申請(qǐng)單及開(kāi)盤(pán)記錄應(yīng)在澆筑混凝土之前完成。...................85

⑦混凝土坍落度170mm,允許偏差為±30mm。..................................85

⑨混攪拌時(shí)材料計(jì)量允許偏差為：...........................................85

2、現(xiàn)場(chǎng)準(zhǔn)備...................................................................85

(5)混凝土試驗(yàn)安排......................................................86

1、對(duì)混凝土的要求.............................................................86

(1)混凝土的運(yùn)輸要求：..................................................86

(2)作業(yè)條件要求........................................................86

(3)商品混凝土的運(yùn)輸要求................................................87

(4)混凝土的進(jìn)場(chǎng)驗(yàn)收：..................................................87

(5)商品混凝土的輸送要求：..............................................87

①泵送混凝土配合比要求：......................................................88

②混凝土配管設(shè)計(jì)：............................................................88

(6)澆筑與振搗的要求：..................................................89

(7)養(yǎng)護(hù)要求：..........................................................89

1、澆筑前準(zhǔn)備.................................................................90

2、結(jié)構(gòu)工程混凝土施工縫的設(shè)置.................................................90

3、施工縫的處理...............................................................90

4、混凝土澆筑方法.............................................................90

(1)底板澆筑............................................................90

(2)墻體混凝土施工......................................................92

(3)柱混凝土澆筑........................................................92

(4)樓板混凝土施工......................................................93

(5)樓梯混凝土施工......................................................93

2、具體控制措施...............................................................95

1.1.36.混凝土的試驗(yàn).....................................................95

1.34.防水工程..........................................................95

1.1.37.地下室防水施工...................................................95

1、基層清理和處理.............................................................96

2、細(xì)部防水處理...............................................................96

1)鋪貼附加層............................................................96

插圖15貼必定卷材附加層和甩茬示意圖..........................................96

3、大面積卷材鋪貼.............................................................97

4、破損處理...................................................................98

5、卷材施工完畢后上面的隔離紙?jiān)谧錾皾{保護(hù)層前撕掉。..........................98

(二)混凝土(結(jié)構(gòu)自防水)施工...........................................98

1、施工程序...................................................................99

2、操作工藝...................................................................99

(9)用鐵抹子或鏟刀將接縫邊封好，再用噴燈均勻細(xì)致地密封。................100

3^質(zhì)量標(biāo)準(zhǔn)及要求............................................................100

(2)防水基層必須符合設(shè)計(jì)和防水層施工的要求。............................100

1、施工要點(diǎn)..................................................................100

(3)涂膜的涂刷要均勻，薄厚一致，厚度應(yīng)不少于3mm。......................101

2、細(xì)部處理..................................................................101

1.35.砌筑工程..........................................................102

11、砌體質(zhì)量控制等級(jí)為B級(jí)。.................................................103

1.36.樓地面工程.........................................................103

1、工藝流程：找標(biāo)高彈控制線鋪磚勾縫、擦縫養(yǎng)護(hù)...............................104

(1)根據(jù)設(shè)計(jì)要求和磚板塊規(guī)格尺寸，確定板塊鋪砌的縫隙寬度。..............104

(9)鋪完磚24h后，灑水養(yǎng)護(hù)。............................................105

1、工藝流程..................................................................105

2、施工要點(diǎn)..................................................................105

(3)灑水濕潤(rùn)：用噴壺將地面基層均勻?yàn)⑺槐椤?...........................105

1.37.抹灰工程...........................................................107

1、工序流程..................................................................107

2、施工要點(diǎn)..................................................................108

1.38.飾面工程...........................................................108

1、施工流程..................................................................108

2、施工方法..................................................................109

1.1.45.瓷磚墻面........................................................109

1、工藝流程：................................................................109

2、施工方法：................................................................109

1.39.頂棚工程...........................................................110

1.40.外墻外保溫工程.....................................................110

1、施工條件..................................................................110

(1)墻體要求：表面應(yīng)平整、牢固，達(dá)到粘貼聚苯板的條件。..................110

2、外墻外保溫施工............................................................111

(1)采用纖維增強(qiáng)層粘貼聚苯板............................................111

(2)粘貼方法............................................................111

(3)采用加角鋼托固定聚苯板..............................................112

(4)鋪貼玻璃絲布........................................................113

(5)聚苯板表面抹灰......................................................113

(6)飾面作法要求........................................................114

1.41.門(mén)窗工程...........................................................114

1.42.腳手架工程.........................................................118

1、腳手架材質(zhì)要求............................................................119

(3)所用預(yù)埋鋼筋應(yīng)有出廠合格證書(shū)，并經(jīng)復(fù)試合格；........................119

2、腳手架搭設(shè)順序............................................................119

3、立桿搭設(shè)..................................................................119

4、掃地桿設(shè)置................................................................120

5、大橫桿搭設(shè)................................................................120

6、小橫桿搭設(shè)................................................................120

(4)在任何情況下，不得拆除貼近立桿的小橫桿。............................121

7、剪刀撐、橫向斜撐搭設(shè)......................................................121

(1)樓座雙排架需加設(shè)剪刀撐。............................................121

(6)剪刀撐、橫向支撐隨立桿、大小橫桿等同步搭設(shè)。........................121

8、腳手板鋪設(shè)................................................................121

9、擋腳板和欄桿..............................................................122

10、連墻件...................................................................122

(4)連墻件必須從底部第一根縱向大橫桿處開(kāi)始設(shè)置。........................122

(6)由強(qiáng)風(fēng)襲來(lái)之前應(yīng)檢查和加固連墻措施，保證安全。......................123

11、扣件安裝.................................................................123

(1)扣件規(guī)格(①48)必須與鋼管外徑相同。................................123

12、安全網(wǎng)布置...............................................................123

13、出入口構(gòu)造...............................................................123

14、上人爬梯.................................................................124

15、電梯井、伸縮縫雙層井字架.................................................124

插圖18電梯井防護(hù)圖.....................................................124

(2)操作平臺(tái)上滿鋪5cm厚腳手板并用鐵絲綁牢固。..........................125

(4)下操作面與下層樓板平以便作為暫時(shí)井口防護(hù)。..........................125

16、避雷.....................................................................125

1.1.51.腳手架的使用管理.................................................125

1.1.52.腳手架驗(yàn)收.......................................................126

4、腳手架搭設(shè)質(zhì)量要求........................................................126

(1)接點(diǎn)連接可靠........................................................126

1、拆除前準(zhǔn)備工作............................................................128

(3)拆除安全技術(shù)措施，應(yīng)由單位工程負(fù)責(zé)人逐級(jí)進(jìn)行技術(shù)交底。..............128

2、拆除要求..................................................................128

(1)拆除順序應(yīng)逐層由上而下進(jìn)行，嚴(yán)禁上下同時(shí)作業(yè)。......................128

3、卸料要求..................................................................128

(1)各購(gòu)配件必須及時(shí)分段集中運(yùn)至地面，嚴(yán)禁拋仍。........................128

1.43.水、電、暖、通風(fēng)等安裝工程.........................................129

1.44.季節(jié)性施工.........................................................129

一、施工準(zhǔn)備.................................................................129

二、原材料的儲(chǔ)存和堆放.......................................................130

1、回填土工程................................................................131

2、鋼筋工程..................................................................131

(3)現(xiàn)場(chǎng)鋼筋綁扎完后，如遇雨，應(yīng)清除浮銹。..............................131

3、混凝土工程................................................................132

(2)振搗手操作時(shí)必須戴絕緣手套，穿絕緣鞋，防止觸電。....................132

四、腳手架工程...............................................................132

2、外架基礎(chǔ)應(yīng)隨時(shí)觀察，如有下陷或變形，應(yīng)立即處理。..........................132

五、塔吊施工措施.........................................................132

六、機(jī)電安裝.............................................................132

3、現(xiàn)場(chǎng)中外露的管道或設(shè)備，應(yīng)用塑鋼布或其他防雨材料蓋好。...................133

7、敷設(shè)于潮濕場(chǎng)所的電纜管路、管口、管子連接處應(yīng)作密封處理。..................133

七、安全工作.............................................................133

一、施工準(zhǔn)備.............................................................134

二、鋼筋工程.............................................................136

4、當(dāng)環(huán)境溫度低于-20C時(shí)，不能進(jìn)行施焊。.....................................136

6、雪天鋼筋要用塑料布遮蓋嚴(yán)密，防止鋼筋表面結(jié)冰霜。..........................137

三、模板工程.............................................................137

四、混凝土工程...........................................................137

8、混凝土的保溫及養(yǎng)護(hù)：......................................................138

(4)墻、柱模板外包阻燃草簾被。..........................................139

9、混凝土測(cè)溫................................................................139

(2)測(cè)溫工作主要包括:a.大氣溫度，b.混凝土養(yǎng)護(hù)溫度。.....................139

(5)混凝土冬期施工測(cè)溫項(xiàng)目和次數(shù)。......................................140

10、冬季混凝土試塊制作.......................................................140

五、機(jī)電設(shè)備安裝工程.....................................................140

2、安裝塑料管材時(shí)要考慮塑料管的脆性，運(yùn)輸、組裝都要小心。....................140

7.勞務(wù)分包單位的管理與協(xié)調(diào)................................................141

1.45.勞務(wù)分包管理.......................................................141

2、勞務(wù)分包工程施工質(zhì)量控制要點(diǎn)..............................................142

3、施工過(guò)程的質(zhì)量監(jiān)控要點(diǎn)....................................................142

4、勞務(wù)分包工程的進(jìn)度控制要點(diǎn)................................................143

5、勞務(wù)分包商勞動(dòng)力管理辦法..................................................143

1.46.與勞務(wù)分包商的協(xié)調(diào)配合............................................144

5、準(zhǔn)時(shí)完成上道工序，為勞務(wù)分包方及時(shí)提供作業(yè)面。............................145

8.工期保證措施.............................................................146

1.47.人、財(cái)、物的保障...................................................146

1.48.加強(qiáng)計(jì)劃管理.......................................................146

1.49.總包管理的保障....................................................147

1.50.技術(shù)保障...........................................................147

1、前期準(zhǔn)備階段..............................................................147

2、結(jié)構(gòu)及裝修階段工序的合理穿插..............................................147

(3)優(yōu)選施工方法，提高科技含量，加快施工速度。..........................148

(5)嚴(yán)格遵守施工流程，土建、機(jī)電有序穿插。..............................148

3、收尾驗(yàn)收階段..............................................................148

9.施工技術(shù)管理方案..........................................................149

1.51.技術(shù)管理措施.......................................................149

1.52.技術(shù)質(zhì)量保證措施...................................................151

8、施工過(guò)程中，嚴(yán)格執(zhí)行三檢制，即自檢、互檢、交接檢。........................152

1.53.工程創(chuàng)優(yōu)措施.......................................................152

1、項(xiàng)目經(jīng)理掛帥，建立工程創(chuàng)優(yōu)小組，編制工程總體創(chuàng)優(yōu)計(jì)劃。...................152

10.質(zhì)量保證計(jì)劃及措施.......................................................154

1.54.項(xiàng)目的質(zhì)量目標(biāo).....................................................154

1.55.質(zhì)量保證與監(jiān)督體系.................................................154

1.56.質(zhì)量保證重點(diǎn)措施...................................................154

2、合理使用粉煤灰混凝土和各種混凝土外加劑。..................................154

1.57.主要分項(xiàng)工程的質(zhì)量控制程序.........................................155

1、鋼筋綁扎工程質(zhì)量工藝流程..................................................155

2、鋼筋綁扎工程質(zhì)量控制和保證措施............................................155

1.1.62.模板安裝與拆除工程...............................................157

1、模板工程質(zhì)量工藝流程......................................................157

2、質(zhì)量控制與保證措施.......................................................157

1.1.63.混凝土澆筑工程...................................................158

1、混凝土澆筑工程工藝質(zhì)量流程................................................158

2、質(zhì)量控制和保證措施........................................................158

插表19混凝土澆筑工程質(zhì)量控制...........................................158

1.58.防止質(zhì)量通病的措施.................................................160

1、保證支撐及龍骨嚴(yán)格按照設(shè)計(jì)尺寸安裝施工。.................................160

1.1.65.保證混凝土觀感質(zhì)量...............................................160

1.1.66.鋼筋偏移現(xiàn)象預(yù)防措施.............................................160

1.1.67.“爛根”、“孔洞”、“漏漿”現(xiàn)象預(yù)防措施.........................161

1、爛根......................................................................161

(1)模板底部雜物清理干凈后，才可澆筑混凝土。............................161

(3)均勻下同配比砂漿；分散下料，避免混凝土離析或石子趕堆。..............161

2、洞口變型..................................................................161

3^蜂窩麻面..................................................................161

5、孔洞......................................................................162

6、冷縫......................................................................162

1.1.68.后澆帶混凝土質(zhì)量通病預(yù)防措施.....................................162

4、后澆帶混凝土未達(dá)到設(shè)計(jì)強(qiáng)度標(biāo)準(zhǔn)值時(shí)不得將模板支撐拆除。...................162

1.1.69.克服空裂措施.....................................................162

3、過(guò)門(mén)口處設(shè)置玻璃條，以免出現(xiàn)裂縫。........................................162

1.1.70.防止下水道、通風(fēng)道堵塞措施.......................................163

1.1.71.大體積混凝土施工控制.............................................163

2、采用“綜合溫控措施”為混凝土抗裂提供了依據(jù)。..............................163

5、工藝原理..................................................................163

6、施工要點(diǎn)..................................................................164

(3)選擇合理的澆灌工藝，在規(guī)定的區(qū)段內(nèi)保證連續(xù)澆灌。...................164

(5)大面積混凝土主要使控制收縮應(yīng)力。...................................165

1.59.不合格分項(xiàng)(工序)處理規(guī)定.........................................165

1.60.質(zhì)量事故處理應(yīng)急預(yù)案..........