公开(公告)号：US07682448B2

公开(公告)日：2010-03-23

申请号：US12055508

申请日：2008-03-26

申请人： Young Do Kim ,  Se Gu Son ,  Seung Yeob Hong ,  Soo Bok Jeong

发明人： Young Do Kim ,  Se Gu Son ,  Seung Yeob Hong ,  Soo Bok Jeong

IPC分类号： C04B28/08 ,  C04B14/04 ,  C04B18/14

CPC分类号： C04B28/006 ,  C04B12/005 ,  C04B2111/00215 ,  C04B2201/50 ,  Y02P40/165 ,  Y02W30/93 ,  Y02W30/94 ,  C04B14/06 ,  C04B18/14 ,  C04B18/141 ,  C04B22/062 ,  C04B40/0067 ,  C04B40/0263 ,  C04B14/062 ,  C04B20/008 ,  C04B18/12

摘要： A high compressive strength silica mortar to be used for the installation of constructs such as building inside and outside walls, the road pavement, a slope and planting trees in the roof and manufacturing method thereof are provided. The high compressive strength silica mortar is formed of 30 to 60 wt % of silica, 40 to 70 wt % of blast furnace slag, and the 15 to 35 weight parts of polycondensation regulator for 100 weight parts of dry mortar powder of these silica and blast furnace slag, and is solidified by generating C—S—H, C-A-H, amorphous Geopolymeric Matrix{Al2O3.mSiO2.nM2O.xH2O(M=K,Na,Ca)} and Zeolite in the mortar. In particular, the high compressive strength silica mortar exhibits the compressive strength of 70.0 MPa or more by vibration forming and curing for 12˜48 hours at 25 to 80° C. before removal of form and aging for 28 days, and can save energies because a firing process is not required. Accordingly, the high compressive strength silica mortar has excellent properties compared with conventional cement concretes or polymer cements, and further shows high compressive strength in initial stage, which could not be generated in such products.

摘要翻译： 提供了一种高抗压强度的二氧化硅砂浆，用于安装建筑物内墙和外墙，道路路面，斜坡和顶棚种植等建筑物的结构及其制造方法。 高抗压强度的二氧化硅砂浆由30〜60重量％的二氧化硅，40〜70重量％的高炉渣形成，15〜35重量份的缩聚调节剂用于100重量份的这些二氧化硅和爆炸的干砂浆粉末 并通过在砂浆中产生C-S-H，CAH，无定形地质聚合物基质（Al 2 O 3·mSiO 2·Mn 2 O·7H 2 O（M = K，Na，Ca）}和沸石而固化。 特别是，高抗压强度的二氧化硅砂浆在除去形状和老化28天之前通过振动成形和固化12〜48小时，抗压强度为70.0MPa以上，并且能够节省能量，因为 不需要点火过程。 因此，高压缩强度二氧化硅砂浆与常规水泥混凝土或聚合物水泥相比具有优异的性能，并且在初始阶段还显示出高的抗压强度，这在这种产品中不能产生。

公开(公告)号：US20090229493A1

公开(公告)日：2009-09-17

申请号：US12055508

申请日：2008-03-26

申请人： Young Do KIM ,  Se Gu SON ,  Seung Yeob HONG ,  Soo Bok JEONG

发明人： Young Do KIM ,  Se Gu SON ,  Seung Yeob HONG ,  Soo Bok JEONG

IPC分类号： C04B28/08

CPC分类号： C04B28/006 ,  C04B12/005 ,  C04B2111/00215 ,  C04B2201/50 ,  Y02P40/165 ,  Y02W30/93 ,  Y02W30/94 ,  C04B14/06 ,  C04B18/14 ,  C04B18/141 ,  C04B22/062 ,  C04B40/0067 ,  C04B40/0263 ,  C04B14/062 ,  C04B20/008 ,  C04B18/12

摘要： A high compressive strength silica mortar to be used for the installation of constructs such as building inside and outside walls, the road pavement, a slope and planting trees in the roof and manufacturing method thereof are provided. The high compressive strength silica mortar is formed of 30 to 70 wt % of silica, 40 to 70 wt % of blast furnace slag, and the 15 to 35 weight parts of polycondensation regulator for 100 weight parts of dry mortar powder of these silica and blast furnace slag, and is solidified by generating C—S—H, C-A-H, amorphous Geopolymeric Matrix {Al2O3.mSiO2.nM2O.xH2O(M=K,Na,Ca)} and Zeolite in the mortar. In particular, the high compressive strength silica mortar exhibits the compressive strength of 70.0 MPa or more by vibration forming and curing for 12˜48 hours at 25 to 80° C. before removal of form and aging for 28 days, and can save energies because a firing process is not required. Accordingly, the high compressive strength silica mortar has excellent properties compared with conventional cement concretes or polymer cements, and further shows high compressive strength in initial stage, which could not be generated in such products.

摘要翻译： 提供了一种高抗压强度的二氧化硅砂浆，用于安装建筑物内墙和外墙，道路路面，斜坡和顶棚种植等建筑物的结构及其制造方法。 高抗压强度二氧化硅砂浆由30〜70重量％的二氧化硅，40〜70重量％的高炉矿渣和15〜35重量份的缩聚调节剂组成，100重量份的这些二氧化硅和爆炸物的干砂浆粉 并通过在砂浆中产生CSH，CAH，无定形地质聚合物基质（Al 2 O 3·mSiO 2·Mn 2 O·xH 2 O（M = K，Na，Ca）}和沸石而固化。 特别是，高抗压强度的二氧化硅砂浆在去除形状和老化28天之前，通过振动成型和固化12〜48小时，抗压强度为70.0MPa以上，能够节约能源，因为 不需要点火过程。 因此，高压缩强度二氧化硅砂浆与常规水泥混凝土或聚合物水泥相比具有优异的性能，并且在初始阶段还显示出高的抗压强度，这在这种产品中不能产生。