丰润力士乐A10VSO71DRS/32R-V

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丰润力士乐A10VSO71DRS/32R-V混凝土坍落度过大，混凝土产生离析，粗骨料集中而导致堵管。混凝土初浇时，导管下口距孔底太近、孔内泥浆落淤大，止水栓排不出导管形成堵管。混凝土浇筑方法不当、运输能力差，浇筑速度慢或中断时间长，管内混凝土流动性能丧失导致堵管。第四标段144槽堵管原因主要是冬季施工，混凝土内有较大冻结块，料口把关不严而造成的。堵管预防措施槽孔清孔时保证良好的泥浆，防止清孔过后落淤过大；导管底口距离孔底要符合设计要求；浇筑时溜槽口注意把关，防止径的团块、骨料进入导管；保证混凝土的质量和供应强度，组织协调好各环节的施工，确保浇筑混凝土的进度的连续性和均衡性。
A10VSO100DFR1/31R-PPA12NOO
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A10VSO18DRG/31L-PPA12N00
A10VS0100DFR1/32R-VPB22U99N00
A10VSO45DR/31R-PPA12K01
A10VSO45FHD/31R-PPA12N00
A10VS028DFR1/31LPPA12N00R
A10VSO45DR/31R-PPA12N00
A10VS0140DRS/32R-VPB22U99
A10VSO71DFR1/31R-PPA12N00
A10VSO28DFLR/31L-PPA12N00
A10VSO71DFR1/32R-VPB22U99
A10VSO100DR/31R-VPA12N00
A10VSO71DFR1/31L-PPA12N00
A10VSO140DFR1/32R-PPB12N00
A10VS071DR/31R-PPA12N00
A10VS0100DR/31R-PTA12N00
A10VSO28DFR1/31R-PPA12N00
A10VSO45DR/31R-PPA12K01
A10VSO28DFR1/31R-PPA12N00
A10VSO45DFR1/31R-PPA12K02
A10VSO10DR/52R-PPA14N00
A10VSO71DFR/31R-PPA12KB3
A10VSO18DRG/31R-PPA12N00
A10VSO45DFR1/32R-VPB12N00
A10VS0100DFR1/32R-VPB12N00
A10VSO18DFR1/31R-PPA12K01
A10VSO18DFR1/31R-PPA12N00
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A10VSO18DFE1/31R-PPA12N00
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A10VSO45DFR/31R-PPA12K26
A10VSO71DFR1/31-PRA12N00
A10VSO100DFR1/31R-PPA12K
A10VSO100DR/31R-PPA12K01
A10VSO100DRG/31R-PPA12N00
A10VSO100DFLR/31R-PPA12N00
A10VSO28DFR1/31R-PPA12N00
A10VSO140DFR/31L-PPB12N00
A10VSO71DR/31R-PPA12N00
A10VSO18DR/31L-PPA12N00
A10VS0140DR/31R-PPB 12NOO
A10VSO18DR/31R-PPA12N00
A10VS028DFR1/31R-PPA12N00
EA10VSO71DR/31R-PPA12N00
A10VSO100DFR/31RPSB12K24
A10VSO18DFR1/31L-PPA12N00
A10VS0100DR/31R-VPA12N00
A10VSO28DRG/31R-PPA12N00

A10VSO18DFR1/32R-VPB12N00
A10VSO28ED/31R-PPA12N00
A10VSO140DR/31R-PPB12N00
A10VSO71DFR1/31R-PPA12N00
A10VSO71DFR1/31R-PPA12N00
A10VS071DR/31R-PPA12N00
A10VSO45DR/31R-PPA12K01
A10VSO28 DFR1/31R-PPA12N00
A10VSO140DFR1-31R/PPB12N00
A10VSO18DFR/31R-PPA12N00
A10VSO45DR/31R-PPA12K01
A10VSO18DFR/31R-PPA12N00
A10VSO100DFR1/31R-PPA12NOO
A10VSO18DFR/31R-PPA12N00
A10VS071DFR1/31R-VPA12N00
A10VO140DRS/32L-VSD22U04
A10VSO28DFR/31L-PPA12N00
A10VO71DFLR/31R-VSC62N00
A10VSO140DFR1/31R-PPB12NOO
A10VO28 DFR1/31R-PSC62N00
A10VSO28DRG/31R-PPA12N00
A10VO71DFLR/31R-VSC62N00
A10VSO100DFR/31RPPA12N00

XPS挤塑板瓷砖的拉拔要大于4KPa，即使是XPS也不能承受，解决的方法是通过胀栓锚固钢丝网到基层解决，这样可以向三维空间分散拉应力，所以只要锚固得当，拉拔破坏处肯定在复合钢丝网的抗裂砂浆层，不是大问题。与EPS相比，XPS板的强度要高，不过与XPS相比由于EPS板材的性质（脆性），在粘贴面积较大时，外墙饰面层开裂的可能性高，尤其是涂料面层。柔韧性是材性的问题，拿抹面来说，感性认识通常将抹面批抹在聚苯板上，然后看聚苯板弯曲到什么程度抹面还不出现裂缝，柔韧性好的话弯几个圈都不会裂的。