DL/T51812003 水電水利工程錨噴支護(hù)施工規(guī)范

內(nèi)容概要

　　《DL/T5181-2003 水電水利工程錨噴支護(hù)施工規(guī)范（英文版）》為英文版，主要內(nèi)容有：Scope、Normative References、Terms and Definitions、General、Construction of Anchor Bars、General、Anchor Bar Bonded in Full Length、Tension Anchor Bar、Friction Anchor Bar、ubeAnchor Bar and Self-drilling Grouted Anchor Bar、Prestressed Tendon Construction等等。

書(shū)籍目錄

Foreword1  Scope2  Normative References3  Terms and Definitions4  General5  Construction of Anchor Bars　5.1  General　5.2  Anchor Bar Bonded in Full Length　5.3  Tension Anchor Bar　5.4  Friction Anchor Bar　5.5  TubeAnchor Bar and Self-drilling Grouted Anchor Bar6  Prestressed Tendon Construction7  Shotcrete Construction　7.1  Raw Materials　7.2  Construction Equipment　7.3  Mix Proportion, Mixing and Delivery  　7.4  Preparation Prior to Shotcreting　7.5  Shotcreting　7.6  Sand-enveloped-with-cement Shotcrete　7.7  Steel Fiber-reinforced Shotcrete8  Anchor and Shotcrete Support　8.1  Wire Mesh-reinforced Shotcrete　8.2  Steel Arch Rib and Wire Mesh for Shotcrete　8.3  Anchor and Shotcrete Support under Adverse Geological Conditions9  Safety Technologies and Dust Prevention　9.1  Safety Technologies　9.2  Dust Prevention10  Quality Inspection　I0.1  Anchor Bar and Tendon　10.2  ShotcreteAppendix A (Normative Appendix)  Methods for Monitoring and Survey of Anchor and Shotcrete SupportAppendix B (Informative Appendix)  Testing Method for Grouting CompactnessAppendix C (Normative Appendix)  Measurement Method for Dust Concentration in Shotcrete Working AreaAppendix D (Informative Appendix)  Testing Method for Pullout Resistance of Anchor BarAppendix E (Normative Appendix)  Testing Methods for Compressive Strength of ShotcreteAppendix F (Normative Appendix)  Testing Method for Anti-seepage Indexes of ShotcreteAppendix G (Normative Appendix)  Testing Method for Shotcrete Tensile StrengthAppendix H (Normative Appendix)  Testing Method for Frost Resistance of ShotcreteAppendix I (Normative Appendix)  Testing Methods for Bond Strength of Shotcrete and Surrounding Rock

章節(jié)摘錄

插圖：8 During grouting，if grout leakage occurs in inner anchoragesection due to breaking of grout stop ring，the tendon shall be pulledout SO as to flush away the grout in hole with clear water,replace thegrout stop ring，re-install the tendon and conduct grouting in the inneranchorage section.6.0.6 Relevant regulations for tensioning and locking of tendon：1 Test in-situ shall be conducted for tensioning of anchor barsSO as to determine reasonable tensioning techniques，to verify thetensioning parameters and tO avoid compulsory tensioning.2 Before tensioning，tensioning equipment shall be calibrated.3 Tendon tensioning shall be conducted according to specifiedprocedures.Tensioning procedure shall be designed by consideringthe mutual influence of adjacent tendons during tensioning.4  Before the formal tensioning，pre-tensioning shall beconducted once or twice with single-tendon jack to keep each part intight contact and steel wire or steel strand straight.The pre-tensioningload may be 20％——30％of the designed tensioning load.5 During the formal tensioning，tensioning and pressure。stabilizing shall be made according to the designed load increasing rangeand the stabilizing duration，and then locking shall be conducted.If theload increasing range and the duration of pressure stabilizing are notspecified in design，the tensioning load shall be increased tO 1 1 0％ofthe design one，and then the stabilizing pressure shall be kept at least2min before locking.6 Within 48 h afterlocking，ifloss ofprestress is larger than 10％of the design load，compensation tensioning shall be made.

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《DL/T5181-2003 水電水利工程錨噴支護(hù)施工規(guī)范(英文版)》由中華人民共和國(guó)國(guó)家經(jīng)濟(jì)貿(mào)易委員會(huì)發(fā)布。

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