1、 2 2020 2020 18 5 8 A H 336 250022 cea_ 0531-82765943 3 1.1 2.2 3.3 4.5 5.7 5.1 关 键节 点.7 5.2 条 件验 收标 准.8 A.10 B.11 B.0.1.11 B.0.2.12 B.0.3.13 B.0.4.14 C.15 C.0.1.15 C.0.2.16 C.0.3.17 C.0.4.18 C.0.5.19 C.0.6.20 C.0.7.21 C.0.8.22 C.0.9.23 D.24 D.0.1.24 D.0.2.25 D.0.3 100.26 D.0.4.27 D.0.5.28 D.0.6.29
2、D.0.7.30 D.0.8.31 D.0.9.32 D.0.10.33 D.0.11.34 E.35 E.0.1.35 E.0.2.36 4 E.0.3.37 F.38 F.0.1.38 F.0.2.39 F.0.3.40 F.0.4.40 F.0.5.42 F.0.6.43 G.44 G.44 H.45 H.45.46.47 条 文 说 明.48 5 Contents 1 General Provisions.1 2 Terms.2 3 Procedures of condition acceptance.3 4 Implementation requirements of conditi
3、on acceptance.5 5 Key nodes and criteria of condition acceptance.7 5.1 Key nodes.7 5.2 Criteria of condition acceptance.8 Appendix A Identification list of key nodes in individual sub-project.10 Appendix B Tables for key nodes pre-construction condition acceptance.11 Table B.0.1 Self-check record ta
4、ble of pre-construction conditions for key nodes.11 Table B.0.2 Pre-acceptance table of pre-construction conditions for key nodes.12 Table B.0.3 Acceptance record table of pre-construction conditions for key nodes.13 Table B.0.4 Acceptance conclusions table of pre-construction conditions for key nod
5、es.14 Appendix C Pre-constrution acceptance conditions of key point in mine tunneling project.15 Table C.0.1 Pre-construction conditional acceptance of tunneling through major risk sources and complex geologic environments.15 Table C.0.2 Conditional acceptance before excavation of shaft.16 Table C.0
6、3 Conditional acceptance before open tunneling of connecting passage at under mining section.17 Table C.0.4 Conditional acceptance before tunneling of jiont section between inclined shaft or connecting passage and main track.18 Table C.0.5 Conditional acceptance before tunneling of sloped and expan
7、ded section(at first cycle).19 Table C.0.6 Conditional acceptance before drill-blast tunneling(at first cycle).20 Table C.0.7 Conditional acceptance before multi-pilot-tunnel buckle arch tunneling(at first time).21 Table C.0.8 Conditional acceptance before removing temporary struts at large section(
8、in first layer).22 Table C.0.9 Conditional acceptance before entire-section grouting(at first time).23 Appendix D Pre-constrution acceptance conditions of key point in shield tunneling project.24 Table D.0.1 Conditional acceptance before hoisting of shield tunneling machine(STM).24 Table D.0.2 Condi
9、tional acceptance before STMs launch and receival.25 Table D.0.3 Conditional acceptance before shield tunneling up to the first 100th ring.26 6 Table D.0.4 Conditional acceptance before the construction of free sections of STM.27 Table D.0.5 Conditional acceptance before opening STMs chamber.28 Tabl
10、e D.0.6 Conditional acceptance before open tunneling of connecting passage at shield tunneling section.29 Table D.0.7 Conditional acceptance before shield tunneling through major risk sources and complex geologic environments.30 Table D.0.8 Conditional acceptance before shield tunneling of adjacent
11、section.31 Table D.0.9 Conditional acceptance before shield tunneling of crossing-over section.32 Table D.0.10 Conditional acceptance before excavation in freezing method.33 Table D.0.11 Conditional acceptance before pipe-jacking machine s launch and receival.34 Appendix E Pre-constrution acceptance
12、 conditions of key nodes in excavation in cut-and-cover and cover-excavation methods.35 Table E.0.1 Conditional acceptance before cut-and-cover deep excavation.35 Table E.0.2 Conditions,entities and key points of acceptance before deep excavation in cover-excavation method.36 Table E.0.3 Conditional
13、 acceptance before borehole,trough or other soil work related to pipelines.37 Appendix F Pre-constrution acceptance conditions of key nodes in underground structure.38 Table F.0.1 Conditional acceptance before secondary lining installment of undermining tunnel.38 Table F.0.2 Conditional acceptance b
14、efore installment/removal of hoisting machines.39 Table F.0.3 Conditional acceptance before unconventional hoisting process.40 Table F.0.4 Conditional acceptance before(the first)railing(adjustment)and train working.40 Table F.0.5 Conditional acceptance before concrete casting in oversized formwork
15、supporting system.42 Table F.0.6 Conditional acceptance before(the first)concrete casting at the joint.43 Appendix G Acceptance entities before the(first)application of new techniques and new materials.44 Table G Conditional acceptance before the(first)application of new techniques and new materials
16、44 Appendix H Acceptance entities before the(first)fire application at sections with high risk of fire case.45 Table H Conditional acceptance before the(first)fire application at sections with high risk of fire case.45 Explanation of wording in this standard.46 List of quoted standards.47 7 Additio
17、n Explanation of provisions.48 1 1 1.0.1 1.0.2 1.0.3 1.0.4 2 2 2.0.1 2.0.2 2.0.3 3 3 3.0.1 3.0.2 3.0.3 3.0.4 1 2 3 3.0.5 1 2 3 4 3.0.6 4 3.0.7 5 4 4.0.1 1(A A)2 B.0.1 3 4 4.0.2 1 2 B.0.2 3 1 2 B.0.3 B.0.4 3 4 4.0.3 6 1 2 3 4.0.4 7 5 5.1 关键节点 5.1.1 1 2 3 5.1.2 1 2 3 4 5 6 7 8 9 10 5.1.3 1 2 3 4 5 6 7
18、 8 9 10 8 11 12 5.1.4 1 2 3 4 5.1.5 1 2 3 4 5 6 5.1.6 5.1.7 5.1.8 5.1.2 5.1.5 5.2 条件验收标准 5.2.1 C 5.2.2 D 5.2.3 E 5.2.4 F 9 5.2.5 5.2.6 1 2 2 3 2 10 A A 1 2 11 B B.0.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 12 B.0.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 13 B.0.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 14 B.0.
19、4 B.0.1 1 2.2 15 C C.0.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 C.0.2 1 2 3 4 5 6 7 8 9 10 11 12 13 15 16 17 18 17 C.0.3 1 2 3 4 5 6 7)8 9 10 11 12 13 14 15 16 17 18 C.0.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 6 6 19 C.0.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 20 C.0.6 1 2 3 4 5 6 7 8 9 10 11 12 13 1
20、4 15 21 C.0.7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 22 C.0.8 1 2 3 4 5 6 7 8 9 10 11 12 23 C.0.9 1 2 3,4 5 6 7 8 9 10 11 12 24 D D.0.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 D.0.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1.2.26 D.0.3 100 1 100 100 2 100 100 3 100 100 4 100 100 5 27 D.0.4 1 2 3 4 5 6 7 8
21、 9 10 11 12 13 28 D.0.5 1 2 3 4 5 6 7 2 8 9 10 11 12 29 D.0.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 30 D.0.7 1 2 3 4 5 6 7 8 9 10 11 12 31 D.0.8 1 2 3 4 5 6 7 8 9 10 11 12 13 14:70%32 D.0.9 1 2 3 4 5 6 7 8 10 11 12 13 14 15:70%33 D.0.10 1 2 3 4 5 6 7 8 9 10 11 12 13 34 D.0.11 1 2 3 4 5 6 7 8 9 10 1
22、1 12 13 14 15 16 17 35 E E.0.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 36 E.0.2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 37 E.0.3 1 2 3 4 5 6 7 8 9 10 11 38 F F.0.1 1 2 3 4 5 6 7 8 9 10 11 12 13 3 39 F.0.2 1 2 3 4 5 6 7 8 9 300kN 40 F.0.3 1 2 3 4 5 6 7 8 9 10 11 100kN 2 F.0.4 1 2 3 41 4 5 6 7 9 1
23、0 42 F.0.5 1 2 3 4 5 6 7 8 9 10 11 8 18 15kN/m2 20kN/m 43 F.0.6 1 2 3,4 5 6 7 8 9 11 44 G G 1 2 3,4 5 6 7 8 9 10 45 H H 1 2 3 4 5 6 7 8 9 10 11 12 46 1 1 2 3 4 2 47 GB50007 GB50026 GB50108 GB50205 GB50208 GB T50299 GB50307 GB50330 GB50446 GB50497 GB50652 GB50722 GB50911 GB/T51310 GB6722 JGJ8 JGJ120
24、48 山东省工程建设标准 地下工程关键节点施工前条件验收标准 Standard for acceptance conditions prior to construction of key joints of underground engineering 条 文 说 明 -49-1.-50-3.-51-4.-52-5 5.1 关 键节 点.-53-5.2 条 件验 收标 准.-54-50-1 1.0.1 -51-3 3.0.1 3.0.2 3.0.4 3.0.6-52-4 4.0.1 -53-5 5.1 关键节点 5.1.2 5.1.3 100 100 100 100 1 2 3 4-54-5.2 条件验收标准 5.2.1 5.2.4 1 2 3 4 5 6 7 8 9 10 -55-11 2018 15 5.2.2 1 2 3 4 5 6 7 8 9 10 11-56-12 13 14 5.2.6
