中建CRTSIII型板式無(wú)砟軌道專(zhuān)項(xiàng)施工方案

項(xiàng)目專(zhuān)項(xiàng)施工方案

標(biāo)站前工程

CRTSIII型板式無(wú)砟軌道

專(zhuān)項(xiàng)施工方案

（DK116+141.7～DK132+667.7）

編制單位：

編制人：

日期：

項(xiàng)目專(zhuān)項(xiàng)施工方案

目錄

第一章編制要求....................................................................................................................1

1.1編制依據(jù)....................................................................................................................1

1.2編制原則....................................................................................................................2

1.3編制范圍....................................................................................................................3

二、工程概況............................................................................................................................3

2.1工程概況....................................................................................................................3

2.2設(shè)計(jì)概況....................................................................................................................4

2.2.1無(wú)砟軌道結(jié)構(gòu)形式.........................................................................................4

2.2.2底座板.............................................................................................................6

2.2.3隔離層.............................................................................................................6

2.2.4自密實(shí)混凝土層.............................................................................................7

2.2.5軌道板.............................................................................................................7

2.3工程數(shù)量....................................................................................................................7

2.4軌道板單元布置........................................................................................................8

2.4.1橋梁軌道板布置.............................................................................................8

2.4.2路基軌道板布置.............................................................................................9

2.4.3隧道軌道板布置.............................................................................................9

2.5主要技術(shù)指標(biāo)............................................................................................................9

2.6施工條件..................................................................................................................10

2.6.1氣象特征.......................................................................................................10

2.6.2交通狀況.......................................................................................................10

2.6.3水電燃料可用資源情況...............................................................................10

第三章施工安排..................................................................................................................11

3.1現(xiàn)場(chǎng)管理組織..........................................................................................................11

3.2項(xiàng)目管理目標(biāo)..........................................................................................................14

3.3各項(xiàng)資源供應(yīng)方式..................................................................................................15

3.4施工流水段的劃分..................................................................................................16

3.4.1工作區(qū)段CPIII劃分....................................................................................17

I

項(xiàng)目專(zhuān)項(xiàng)施工方案

3.4.2無(wú)砟軌道施工作業(yè)面劃分...........................................................................17

3.4.3軌道板存板...................................................................................................18

3.5工程施工重點(diǎn)和難點(diǎn)分析及應(yīng)對(duì)措施..................................................................19

3.6計(jì)劃新技術(shù)應(yīng)用要求..............................................................................................20

3.7關(guān)鍵和特殊過(guò)程識(shí)別..............................................................................................20

第四章施工進(jìn)度計(jì)劃..........................................................................................................20

第五章施工準(zhǔn)備與資源配置計(jì)劃......................................................................................22

5.1施工準(zhǔn)備..................................................................................................................22

5.1.1技術(shù)準(zhǔn)備.......................................................................................................22

5.1.2施工現(xiàn)場(chǎng)準(zhǔn)備...............................................................................................25

5.2資源配置計(jì)劃..........................................................................................................26

5.2.1施工人員配置計(jì)劃.......................................................................................26

5.2.2施工機(jī)具配置計(jì)劃.......................................................................................27

5.2.3測(cè)量設(shè)備配置計(jì)劃.......................................................................................27

5.2.4試驗(yàn)設(shè)備配置計(jì)劃.......................................................................................28

5.2.5冷軋鋼筋網(wǎng)片配置計(jì)劃...............................................................................28

5.2.6主要材料需求計(jì)劃.......................................................................................30

5.3無(wú)砟軌道CPⅢ控制網(wǎng)準(zhǔn)備....................................................................................30

第六章施工方法及工藝要求..............................................................................................31

6.1無(wú)砟軌道總體施工工藝流程..................................................................................31

6.2沉降評(píng)估..................................................................................................................32

6.3CPIII建網(wǎng)及評(píng)估..................................................................................................32

6.3.1布網(wǎng)埋標(biāo).......................................................................................................32

6.3.2CPⅢ標(biāo)志日常管理....................................................................................33

6.4施工前交接驗(yàn)收......................................................................................................33

6.5橋、隧底座板施工..................................................................................................33

6.5.1橋、隧道底座板尺寸...................................................................................33

6.5.2橋、隧道底座板施工工藝流程...................................................................34

6.5.3橋、隧底座基面處理...................................................................................34

II

項(xiàng)目專(zhuān)項(xiàng)施工方案

6.5.4橋、隧底座測(cè)量放樣...................................................................................35

6.5.5橋、隧剪力筋安裝及植筋...........................................................................35

6.5.6橋、隧底座板鋼筋綁扎安裝.......................................................................37

6.5.7底座板模板、限位凹槽、預(yù)埋件安裝.......................................................39

6.5.8橋梁特殊地段底座板處理...........................................................................42

6.5.9橋、隧底座板混凝土澆筑...........................................................................42

6.5.10混凝土拆模及養(yǎng)護(hù).....................................................................................44

6.6橋梁伸縮縫處理......................................................................................................45

6.7隔離層和彈性墊層施工..........................................................................................46

6.8自密實(shí)混凝土施工..................................................................................................48

6.8.1自密實(shí)混凝土鋼筋綁扎...............................................................................48

6.8.2軌道板粗調(diào)...................................................................................................50

6.8.3軌道板精調(diào)...................................................................................................52

6.8.4自密實(shí)模板安裝...........................................................................................54

6.8.5軌道板壓緊限位裝置...................................................................................55

6.8.6自密實(shí)混凝土施工.......................................................................................57

6.8.7自密實(shí)混凝土養(yǎng)護(hù).......................................................................................60

6.8.8軌道板精度復(fù)測(cè)...........................................................................................61

6.9路基底座板施工......................................................................................................62

6.9.1路基底座板尺寸...........................................................................................62

6.9.2路基底座板施工工藝流程...........................................................................62

6.9.3底座基面清理...............................................................................................63

6.9.4測(cè)量放樣.......................................................................................................63

6.9.5底座板鋼筋綁扎安裝...................................................................................63

6.9.6底座板模板、限位凹槽、預(yù)埋件安裝.......................................................63

6.9.7路基特殊地段底座板處理...........................................................................64

6.9.8混凝土澆筑...................................................................................................64

6.9.9混凝土拆模養(yǎng)護(hù)...........................................................................................64

6.10路基伸縮縫處理....................................................................................................64

III

項(xiàng)目專(zhuān)項(xiàng)施工方案

6.11路基隔離層和彈性墊層施工................................................................................64

6.12自密實(shí)混凝土施工................................................................................................64

第七章工程驗(yàn)收..................................................................................................................65

7.1驗(yàn)收人員..................................................................................................................65

7.2驗(yàn)收程序..................................................................................................................65

7.3驗(yàn)收標(biāo)準(zhǔn)及內(nèi)容......................................................................................................65

7.3.1鋼筋安裝質(zhì)量驗(yàn)收標(biāo)準(zhǔn)...............................................................................65

7.3.2底座板模板安裝質(zhì)量驗(yàn)收標(biāo)準(zhǔn)...................................................................66

7.3.3底座板外形尺寸質(zhì)量驗(yàn)收標(biāo)準(zhǔn)...................................................................66

7.3.4自密實(shí)混凝土性能質(zhì)量驗(yàn)收標(biāo)準(zhǔn)...............................................................67

7.3.5自密實(shí)混凝土外觀質(zhì)量驗(yàn)收標(biāo)準(zhǔn)...............................................................67

7.3.6自密實(shí)混凝土灌注后軌道板位置質(zhì)量驗(yàn)收標(biāo)準(zhǔn).......................................68

7.3.7原材料進(jìn)場(chǎng)驗(yàn)收標(biāo)準(zhǔn)...................................................................................68

第八章質(zhì)量保證措施..........................................................................................................71

8.1質(zhì)量組織管理..........................................................................................................71

8.1.1質(zhì)量管理領(lǐng)導(dǎo)小組.......................................................................................71

8.1.2質(zhì)量管理職責(zé)分工.......................................................................................72

8.2質(zhì)量控制..................................................................................................................73

8.2.1質(zhì)量控制要點(diǎn)...............................................................................................73

8.2.2現(xiàn)場(chǎng)質(zhì)量管理制度.......................................................................................73

8.3質(zhì)量保證組織措施..................................................................................................74

8.4質(zhì)量保證技術(shù)措施..................................................................................................75

第九章安全施工保證措施..................................................................................................76

9.1安全生產(chǎn)管理體系..................................................................................................76

9.2重大安全危險(xiǎn)源分析..............................................................................................78

9.3安全生產(chǎn)管理制度..................................................................................................78

9.3.1安全生產(chǎn)教育與培訓(xùn)制度...........................................................................79

9.3.2特種作業(yè)持證上崗制度...............................................................................79

9.3.3安全生產(chǎn)檢查制度.......................................................................................79

IV

項(xiàng)目專(zhuān)項(xiàng)施工方案

9.4安全生產(chǎn)保證措施..................................................................................................80

9.4.1高空作業(yè)安全措施.......................................................................................80

9.4.2施工用電安全措施.......................................................................................82

9.4.3模板施工安全措施.......................................................................................82

9.4.4吊裝施工安全措施.......................................................................................82

9.4.5動(dòng)火管理規(guī)定...............................................................................................83

9.4.6消防安全措施...............................................................................................83

第十章環(huán)境保護(hù)、水土保持措施......................................................................................84

10.1施工環(huán)保、水土保持管理制度............................................................................84

10.2施工環(huán)境、水土保持措施....................................................................................85

第十一章特殊季節(jié)施工保證措施......................................................................................86

11.1夏季施工保證措施................................................................................................86

11.2雨季施工保證措施................................................................................................88

11.3冬期施工保證措施................................................................................................89

第十二章綠色施工措施......................................................................................................90

12.1環(huán)境保護(hù)措施........................................................................................................90

12.2節(jié)地措施................................................................................................................91

12.3節(jié)水措施................................................................................................................91

12.4節(jié)能措施................................................................................................................91

第十三章預(yù)警機(jī)制和應(yīng)急預(yù)案..........................................................................................92

13.1應(yīng)急組織體系與職責(zé)............................................................................................92

13.2應(yīng)急準(zhǔn)備................................................................................................................97

13.3應(yīng)急響應(yīng)................................................................................................................98

13.4信息報(bào)告................................................................................................................99

13.5先期處置..............................................................................................................100

13.6應(yīng)急結(jié)束..............................................................................................................100

13.7后期處置..............................................................................................................100

13.8信息發(fā)布..............................................................................................................101

13.9培訓(xùn)與演練..........................................................................................................101

V

項(xiàng)目專(zhuān)項(xiàng)施工方案

13.10應(yīng)急事態(tài)及處理................................................................................................102

13.10.1機(jī)械傷害事故應(yīng)急處理.........................................................................102

13.10.2交通事故應(yīng)急處理.................................................................................102

13.10.3高處作業(yè)發(fā)生高處墜落的應(yīng)急處理.....................................................103

13.10.4觸電事故的應(yīng)急處理.............................................................................104

13.11應(yīng)急保障措施....................................................................................................106

13.11.1應(yīng)急演練.................................................................................................106

13.11.2醫(yī)療保障.................................................................................................106

13.11.3治安保障.................................................................................................106

第十四章新型冠狀病毒肺炎疫情防控預(yù)案....................................................................106

14.1疫情響應(yīng)對(duì)策......................................................................................................106

14.2防控領(lǐng)導(dǎo)小組及職責(zé)..........................................................................................107

14.2.1防控領(lǐng)導(dǎo)小組...........................................................................................107

14.2.2疫情防護(hù)應(yīng)急領(lǐng)導(dǎo)小組主要職責(zé)...........................................................108

14.2.3疫情防護(hù)應(yīng)急辦公室職責(zé).......................................................................108

14.2.4工作小組主要職責(zé)...................................................................................108

14.3預(yù)防疫情防控措施..............................................................................................110

14.4應(yīng)急響應(yīng)..............................................................................................................112

14.5防疫物資準(zhǔn)備......................................................................................................113

14.6應(yīng)急路線..............................................................................................................113

VI

項(xiàng)目專(zhuān)項(xiàng)施工方案

第一章編制要求

1.1編制依據(jù)

表1.1編制依據(jù)

序

類(lèi)別文件名稱(chēng)編號(hào)

號(hào)

1中華人民共和國(guó)安全生產(chǎn)法978-7-5216-1908-9

2國(guó)家法律中華人民共和國(guó)環(huán)境保護(hù)法978-7-5093-5354-7

法規(guī)、行

3政文件建設(shè)工程安全生產(chǎn)管理?xiàng)l例國(guó)務(wù)院令第393號(hào)

4建設(shè)工程質(zhì)量管理?xiàng)l例國(guó)務(wù)院令第279號(hào)

5鐵路混凝土結(jié)構(gòu)耐久性設(shè)計(jì)規(guī)范TB10005-2010

6高速鐵路CRTSⅢ型板式無(wú)砟軌道自密實(shí)混凝土Q/CR596-2017

7鋼筋焊接網(wǎng)混凝土結(jié)構(gòu)技術(shù)規(guī)程JGJ114-2014

8鋼筋混凝土用鋼第3部分：鋼筋焊接網(wǎng)GB/T1499.3-2010

9冷軋帶肋鋼筋GB13788-2017

10冷軋帶肋鋼筋混凝土結(jié)構(gòu)技術(shù)規(guī)程JGJ95-2011

11鐵路工程沉降變形觀測(cè)與評(píng)估技術(shù)規(guī)程Q/CR9230-2016

高速鐵路CRTSⅢ型板式無(wú)砟軌道隔離層用土工

12Q/CR658-2018

布

高速鐵路CRTSⅢ型板式無(wú)砟軌道橡膠彈性緩沖

13Q/CR785-2023

墊層

14規(guī)范、標(biāo)鐵路無(wú)砟軌道嵌縫材料Q/CR601-2017

15準(zhǔn)高速鐵路工程測(cè)量規(guī)范TB10601-2009

16鐵路混凝土工程施工質(zhì)量驗(yàn)收標(biāo)準(zhǔn)TB10424-2018

17高速鐵路軌道工程施工質(zhì)量驗(yàn)收標(biāo)準(zhǔn)TB10754-2018

18高速鐵路軌道工程施工技術(shù)規(guī)程Q/CR9605-2017

19鐵路混凝土工程施工技術(shù)規(guī)程Q/CR9207-2017

20鐵路工程基本作業(yè)施工安全技術(shù)規(guī)程TB10301-2023

21鐵路軌道工程施工安全技術(shù)規(guī)程TB10305-2023

高速鐵路CRTSⅢ型板式無(wú)砟軌道先張法預(yù)應(yīng)力

22Q/CR567-2017

混凝土軌道板

高速鐵路CRTSⅢ型板式無(wú)砟軌道先張法預(yù)應(yīng)力

23TJ/GW111-2013

混凝土軌道板暫行技術(shù)條件

24高速鐵路CRTSⅢ型板式無(wú)砟軌道自密實(shí)混凝土TJ/GW112-2013

1

項(xiàng)目專(zhuān)項(xiàng)施工方案

序

類(lèi)別文件名稱(chēng)編號(hào)

號(hào)

暫行技術(shù)條件

高速鐵路CRTSⅢ型板式無(wú)砟軌道隔離層用土工

25TJ/GW113-2013

布暫行技術(shù)條件

高速鐵路CRTSⅢ型板式無(wú)砟軌道三元乙丙橡膠

26TJ/GW114-2013

彈性緩沖墊層暫行技術(shù)條件

27高速鐵路無(wú)砟軌道嵌縫材料暫行技術(shù)條件TJ/GW119-2013

28路基地段CRTSⅢ型板式無(wú)砟軌道結(jié)構(gòu)設(shè)計(jì)圖萊榮施圖（軌）-01

29路基地段CRTSⅢ型板式無(wú)砟軌道工點(diǎn)布置圖萊榮施圖（軌）-02

30橋梁地段CRTSⅢ型板式無(wú)砟軌道結(jié)構(gòu)設(shè)計(jì)圖萊榮施圖（軌）-03

31橋梁地段CRTSⅢ型板式無(wú)砟軌道工點(diǎn)布置圖萊榮施圖（軌）-04

設(shè)計(jì)文件

橋梁地段CRTSⅢ型板式無(wú)砟軌道預(yù)埋套筒布置

32萊榮施圖（軌）-05

圖

33隧道地段CRTSⅢ型板式無(wú)砟軌道結(jié)構(gòu)設(shè)計(jì)圖萊榮施圖（軌）-06

34無(wú)縫線路布置圖（三）（四）萊榮施圖（軌）-07

新建萊西至榮成鐵路站前工程LRTLSG-3標(biāo)段實(shí)

35/

施性施工組織設(shè)計(jì)

施工組織

新建萊榮鐵路LRTLSG-3標(biāo)無(wú)砟軌道施工組織設(shè)

36設(shè)計(jì)/

計(jì)

362023年上半年施工組織設(shè)計(jì)/

1.2編制原則

1積極響應(yīng)和遵守招標(biāo)文件中的質(zhì)量、安全、環(huán)境保護(hù)、文明施工等的規(guī)定、業(yè)

主單位的工期安排及鐵路建設(shè)工程施工合同條款內(nèi)容；

2質(zhì)量合格、安全無(wú)事故，遵守國(guó)家安全質(zhì)量相關(guān)法律法規(guī)，執(zhí)行GB/T19001標(biāo)

準(zhǔn)，確保質(zhì)量第一，保證施工人員人身安全；

3堅(jiān)持標(biāo)準(zhǔn)化作業(yè)與綜合管理相結(jié)合。充分發(fā)揮專(zhuān)業(yè)人員和專(zhuān)用設(shè)備的優(yōu)勢(shì)，采

用先進(jìn)的施工技術(shù)，綜合管理，合理調(diào)配，運(yùn)用網(wǎng)絡(luò)技術(shù)，科學(xué)安排各項(xiàng)施工程序，組

織連續(xù)、均衡、緊湊有序地施工，確保工期目標(biāo)實(shí)現(xiàn)；

4以采用成熟的施工技術(shù)、先進(jìn)的施工機(jī)械、完善的施工工藝為原則，積極采用

新技術(shù)、新工藝、新材料以確保工程質(zhì)量；

5重視環(huán)保，珍惜土地，施工過(guò)程中采取有效措施保護(hù)生態(tài)環(huán)境，控制環(huán)境污染，

節(jié)約利用土地資源，做好水土保持；

2

項(xiàng)目專(zhuān)項(xiàng)施工方案

6有效保護(hù)既有構(gòu)筑物，減少擾民、做好公共交通配合，切實(shí)維護(hù)建設(shè)單位及地

方群眾的利益，創(chuàng)建文明標(biāo)準(zhǔn)工地；

7執(zhí)行GB/T28001-2001職業(yè)健康安全管理體系標(biāo)準(zhǔn)，維護(hù)職業(yè)健康安全。

1.3編制范圍

本方案適用于新建萊西至榮成鐵路站前工程LRTLSG-3標(biāo)段一分部DK116+141.7～

DK132+667.7無(wú)砟軌道施工。

二、工程概況

2.1工程概況

新建萊西至榮成鐵路站前工程LRTLSG-3標(biāo)段一分部位于山東省乳山市，正線里程

DK116+141.7～DK132+667.7，正線線路長(zhǎng)度16.526km，先后經(jīng)過(guò)大孤山鎮(zhèn)東頭村、銀

金大道、26縣道、石硼楊家村等地。全線采用CRTSⅢ型無(wú)砟軌道施工具體結(jié)構(gòu)形式

如下：特大橋6座(11.729km)、大橋1座(0.142km)、隧道2座(0.831km)，區(qū)間路基8處

(3.821km)。

表2.1工程建設(shè)概況一覽

工程名稱(chēng)工程性質(zhì)公共建筑-基礎(chǔ)設(shè)施

建設(shè)規(guī)模16.5km工程地址

～

建設(shè)單位項(xiàng)目承包范圍DK116+141.7

DK132+667.7

設(shè)計(jì)單位主要分包工程施工總承包

檢驗(yàn)批、分項(xiàng)、分部工

程質(zhì)量檢驗(yàn)合格率

勘察單位質(zhì)量

100%，單位工程一次驗(yàn)

收合格率100%。

監(jiān)理單位工期～

合同杜絕因工死亡事故；杜

要求絕責(zé)任一般C類(lèi)及以上

鐵路交通事故；杜絕建

設(shè)工程安全較大及以上

總承包單位安全

事故；杜絕責(zé)任從業(yè)人

員死亡事故；杜絕責(zé)任

特種設(shè)備、道路交通、

火災(zāi)爆炸等事故。

3

項(xiàng)目專(zhuān)項(xiàng)施工方案

工程名稱(chēng)工程性質(zhì)公共建筑-基礎(chǔ)設(shè)施

工程主要功

客運(yùn)專(zhuān)線

能或用途

2.2設(shè)計(jì)概況

2.2.1無(wú)砟軌道結(jié)構(gòu)形式

CRTSⅢ型板式無(wú)砟軌道由鋼軌、彈性扣件、預(yù)制軌道板、自密實(shí)混凝土層、隔離

層以及具有限位結(jié)構(gòu)的鋼筋混凝土底座等部分組成。橋梁地段、隧道地段軌道結(jié)構(gòu)高度

為738mm，路基地段軌道結(jié)構(gòu)高度838mm。軌道超高在底座上設(shè)置，采用外軌抬高的

方式，并在緩和曲線完成過(guò)渡。

圖2.2.1-1CRTSⅢ型板式無(wú)砟軌道結(jié)構(gòu)大樣圖

圖2.2.1-2橋梁地段CRTSⅢ型板式無(wú)砟軌道直線地段橫斷面示意圖

4

項(xiàng)目專(zhuān)項(xiàng)施工方案

圖2.2.1-3橋梁地段CRTSⅢ型板式無(wú)砟軌道曲線地段橫斷