后张法预应力结构孔道压浆技术指南目次TOC\o"1-3"\h\z\uHYPERLINK\l"_Toc296189034"1范围PAGEREF_Toc296189034\h1HYPERLINK\l"_Toc296189035"2规范性引用文件PAGEREF_Toc296189035\h1HYPERLINK\l"_Toc296189036"3术语和定义PAGEREF_Toc296189036\h1HYPERLINK\l"_Toc296189037"4技术要求PAGEREF_Toc296189037\h2HYPERLINK\l"_Toc296189038"4.1原材料PAGEREF_Toc296189038\h2HYPERLINK\l"_Toc296189039"4.2施工设备PAGEREF_Toc296189039\h4HYPERLINK\l"_Toc296189040"4.3浆体性能PAGEREF_Toc296189040\h4HYPERLINK\l"_Toc296189041"5配合比设计PAGEREF_Toc296189041\h5HYPERLINK\l"_Toc296189042"5.1设计原则PAGEREF_Toc296189042\h5HYPERLINK\l"_Toc296189043"5.2设计准备PAGEREF_Toc296189043\h5HYPERLINK\l"_Toc296189044"5.3试验室设计PAGEREF_Toc296189044\h5HYPERLINK\l"_Toc296189045"5.4生产配合比验证PAGEREF_Toc296189045\h5HYPERLINK\l"_Toc296189046"5.5试浇筑PAGEREF_Toc296189046\h5HYPERLINK\l"_Toc296189047"6试验方法PAGEREF_Toc296189047\h6HYPERLINK\l"_Toc296189048"7施工工艺PAGEREF_Toc296189048\h7HYPERLINK\l"_Toc296189049"7.1施工准备PAGEREF_Toc296189049\h7HYPERLINK\l"_Toc296189050"7.2制浆工艺PAGEREF_Toc296189050\h7HYPERLINK\l"_Toc296189051"7.3压浆工艺PAGEREF_Toc296189051\h7HYPERLINK\l"_Toc296189052"7.4孔道压浆时限PAGEREF_Toc296189052\h8HYPERLINK\l"_Toc296189053"7.5梁体、浆体及环境温度PAGEREF_Toc296189053\h8HYPERLINK\l"_Toc296189054"7.6高温施工PAGEREF_Toc296189054\h8HYPERLINK\l"_Toc296189055"7.7低温施工PAGEREF_Toc296189055\h8HYPERLINK\l"_Toc296189056"7.8硬化孔道浆体充盈度PAGEREF_Toc296189056\h8HYPERLINK\l"_Toc296189057"8规范性附录PAGEREF_Toc296189057\h9HYPERLINK\l"_Toc296189058"附录A1流动度试验PAGEREF_Toc296189058\h9HYPERLINK\l"_Toc296189059"附录A2层积率试验PAGEREF_Toc296189059\h10HYPERLINK\l"_Toc296189060"附录A324h竖向膨胀率试验PAGEREF_Toc296189060\h11HYPERLINK\l"_Toc296189061"附录A4压力泌水试验PAGEREF_Toc296189061\h12HYPERLINK\l"_Toc296189062"附录A5自由泌水率试验PAGEREF_Toc296189062\h13HYPERLINK\l"_Toc296189063"附录A6毛细泌水率试验PAGEREF_Toc296189063\h14HYPERLI