达州柱塞泵型号A10VSO28DFR/31R-P

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增强:起壳、开裂、脱落等多种问题与强度有关。增强，既是材料的增强，又是系统的增加，材料的增强针对石材，使石材的物理力学性能提高，不易开裂;系统的增强是针对系统，从基层到面层，使整个系统稳定，石材不开裂且不起壳、脱落。、减少应力:开裂、起壳、脱落都是因强度与应力的平衡被破坏所致，减少应力，是解决强度与应力矛盾的重要措施，尤其是作为刚性系统，应力的作用往往很大，控制应力非常重要。防水、增强、减少应力，有一定的相关性，互相影响。达州柱塞泵型号A10VSO28DFR/31R-P

A10VSO45DFR1/31R-PPA12N00
A10VSO28DRG/31R-PPA12N00
A10VS045DFR/31R-PPA12NOO
A10VSO100DFLR/31R-PPA12N00
A10VS0100DFR1/32R-VPB22U99N00
A10VSO45DR/31R-PPA12K01
A10VSO28DFR1/31L-PSC62K02
A10VS018DR/52R-PPA14N00
A10VSO18DFR1/31R-PPB12N00
A10VSO10DR/52R-PPA14N00
A10VS071DR/31R-PPA12N00
A10VSO140D/31R-PPB12N00
A10VSO100DFR1/32R-PPB12NOO
A10VSO100DFR1/31R-PPA12K01
A10VSO100DR/31R-VPA12N00
A10VSO45ED/31R-PPA12N00
A10VSO28DR/32R-PPA121V00
A10VSO71DRG/31L-PPA12N00
A10VS071DFR1/32R-PPB12N00
A10VSO100DR/31R-PPA12NOO
A10VSO18ED/31R-PPA12N00
A10VSO18DFR1/31R-PPA12N00
A10VSO28DFR/31R-PPA12N00
A10VSO-140DR/31R-PPB12N00

A10VSO71DFR/31R-PPA12NOO
A10VSO45DR/52R-PC12N00
A10VSO18DRG/31R-PPA12N00
A10VSO45DFR/31R-PPA12N00
A10VSO100FHD/31R-PPA12N00
A10VSO45DRG/31R-PPA12N00
A10VSO71DFR1/31R-PPA12K02
A10VSO140DFR/32R-PPB12N00
A10VSO28DFLR/31R-PPA12N00
A10VSO28DRG/31L-PPA12N00
A10VSO18DRG/31R-PPA12N00
A10VSO28DFLR/31R-PPA12N00

A10VS018DFR1/31RPPA12N00
A10VSO100DR/32R-VPB12N00
A10VSO140DFR1/31R-PPA12N00
A10VSO18DFR/31R-PPA12N00
A10VSO100DFR1/31R-PPA12K01
A10VSO100DFLR/31R-PPA12N00
A10VSO28DFR1/32R-VPB12N00
A10VSO100DFLR/31R-PPA12N00
A10VSO100DFR1/31R-PPA12K
A10VSO28DR/31R-PPA12K01
A10VSO71DRS/32R-VPB22U99
A10VSO28DFR1/31R-PPA12K01
A10VSO45DG/31R-PPA12N00
A10VSO28DRG/31R-PPA12N00
A10VSO45 DFR31R-PSA12NOO
A10VSO100DFR1/31R-PPA12N00
砌块进场后，尽快运入已放好线的施工楼层，分散堆放至砌筑位置，并应事先做好防水措施，保证主体结构养护用水，以及雨水不流入楼层。为尽量增加砌块龄期，宜在间隔一周后再进行砌筑，并且应采用电热法测定砌块含水率。当含水率低于15%时，方允许施工。针对砌块的特点，在砌筑前，不应再提前浇水湿润，以避免因浇水不均匀造成砌块含水量增大。而应采取在砌筑时，铺砂浆前，在砌筑面上适量浇水的作法。加强圈梁、构造柱的设置，墙长过4米应设构造柱，墙高过3米，应设圈梁。