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罗阳镇大沙小学2009罗阳镇大沙小学2009 罗阳镇大沙小学2009---2010学年度第一学期 体 育 大 课 间 实 施 方 案 2009年9月 sites scattered work surface should be distributed. Brick masonry construction is mainly distributed in the factory, the factory works. 8.3.1 material dumps in masonry construction mat...

罗阳镇大沙小学2009
罗阳镇大沙 小学 小学生如何制作手抄报课件柳垭小学关于三违自查自纠报告小学英语获奖优质说课课件小学足球课教案全集小学语文新课程标准测试题 2009 罗阳镇大沙小学2009---2010学年度第一学期 体 育 大 课 间 实 施 方 案 2009年9月 sites scattered work surface should be distributed. Brick masonry construction is mainly distributed in the factory, the factory works. 8.3.1 material dumps in masonry construction materials are piled up in batches in the vicinity of the construction, hand-to-mouth, and maintain a certain reserve. 8.3.2 supply mortar HZS60 concrete mixing station after mixing with 5T dump truck transport to the surface of the construction. 8.3.3 masonry material transport transport 5T tipper with gravel and other materials transported to the surface of the construction. 8.4 8.4 masonry construction. ... Stone), can be used to sew, but its amount shall not exceed the weight of masonry 10%. Stone masonry: according to the degree of smoothness of the work surface is divided into fine stones, semi fine stone, crude stone and stone wool in four. Stone processing requirements should be consistent with the surface GBJ50203-2002 6th. the provisions of article 3.2. 8.4.2 sand, gravel (1) sand and gravel quality shall conform to SD120-84 table 2.1.2 and 2.1.3 requirements. Mortar and smaller sand aggregate concrete used, required diameter of 0.15~5mm, fineness modulus for 2.5~3.0, laying stone mortar sand, its maximum diameter is not more than 5mm; stone mortar for masonry sand, maximum size less than 2.5mm; (2) with two-graded aggregate concrete, gravel size for 5~20mm and 20~40mm. 8.4.3 cement and water (1) masonry engineering using cement and marking shall comply with the technical provisions of section 8.4. the provisions of paragraph 3.1, arrival of the cement should be variety, grade, date of stockpiling separately, wet lumps of cement, the prohibition of the use. (2) water quality standards should be required, mixing mortar and small aggregate concrete. On mixing and curing of water quality when there is doubt, mortar strength verification should be carried out, the compressive strength of the mortar if the water is below standard 28 days the compressive strength of mortar made of water below 90%, this water cannot be used. 8.4.4 small aggregate concrete and cement mortar (1) mix of cementitious materials must 罗阳镇大沙小学2009---2010学年度第二学期 体 育 大 课 间 实 施 方 案 2010年2月 sites scattered work surface should be distributed. Brick masonry construction is mainly distributed in the factory, the factory works. 8.3.1 material dumps in masonry construction materials are piled up in batches in the vicinity of the construction, hand-to-mouth, and maintain a certain reserve. 8.3.2 supply mortar HZS60 concrete mixing station after mixing with 5T dump truck transport to the surface of the construction. 8.3.3 masonry material transport transport 5T tipper with gravel and other materials transported to the surface of the construction. 8.4 8.4 masonry construction. ... Stone), can be used to sew, but its amount shall not exceed the weight of masonry 10%. Stone masonry: according to the degree of smoothness of the work surface is divided into fine stones, semi fine stone, crude stone and stone wool in four. Stone processing requirements should be consistent with the surface GBJ50203-2002 6th. the provisions of article 3.2. 8.4.2 sand, gravel (1) sand and gravel quality shall conform to SD120-84 table 2.1.2 and 2.1.3 requirements. Mortar and smaller sand aggregate concrete used, required diameter of 0.15~5mm, fineness modulus for 2.5~3.0, laying stone mortar sand, its maximum diameter is not more than 5mm; stone mortar for masonry sand, maximum size less than 2.5mm; (2) with two-graded aggregate concrete, gravel size for 5~20mm and 20~40mm. 8.4.3 cement and water (1) masonry engineering using cement and marking shall comply with the technical provisions of section 8.4. the provisions of paragraph 3.1, arrival of the cement should be variety, grade, date of stockpiling separately, wet lumps of cement, the prohibition of the use. (2) water quality standards should be required, mixing mortar and small aggregate concrete. On mixing and curing of water quality when there is doubt, mortar strength verification should be carried out, the compressive strength of the mortar if the water is below standard 28 days the compressive strength of mortar made of water below 90%, this water cannot be used. 8.4.4 small aggregate concrete and cement mortar (1) mix of cementitious materials must 罗阳镇大沙小学2010---2011学年度第一学期 体 育 大 课 间 实 施 方 案 2010年9月 sites scattered work surface should be distributed. Brick masonry construction is mainly distributed in the factory, the factory works. 8.3.1 material dumps in masonry construction materials are piled up in batches in the vicinity of the construction, hand-to-mouth, and maintain a certain reserve. 8.3.2 supply mortar HZS60 concrete mixing station after mixing with 5T dump truck transport to the surface of the construction. 8.3.3 masonry material transport transport 5T tipper with gravel and other materials transported to the surface of the construction. 8.4 8.4 masonry construction. ... Stone), can be used to sew, but its amount shall not exceed the weight of masonry 10%. Stone masonry: according to the degree of smoothness of the work surface is divided into fine stones, semi fine stone, crude stone and stone wool in four. Stone processing requirements should be consistent with the surface GBJ50203-2002 6th. the provisions of article 3.2. 8.4.2 sand, gravel (1) sand and gravel quality shall conform to SD120-84 table 2.1.2 and 2.1.3 requirements. Mortar and smaller sand aggregate concrete used, required diameter of 0.15~5mm, fineness modulus for 2.5~3.0, laying stone mortar sand, its maximum diameter is not more than 5mm; stone mortar for masonry sand, maximum size less than 2.5mm; (2) with two-graded aggregate concrete, gravel size for 5~20mm and 20~40mm. 8.4.3 cement and water (1) masonry engineering using cement and marking shall comply with the technical provisions of section 8.4. the provisions of paragraph 3.1, arrival of the cement should be variety, grade, date of stockpiling separately, wet lumps of cement, the prohibition of the use. (2) water quality standards should be required, mixing mortar and small aggregate concrete. On mixing and curing of water quality when there is doubt, mortar strength verification should be carried out, the compressive strength of the mortar if the water is below standard 28 days the compressive strength of mortar made of water below 90%, this water cannot be used. 8.4.4 small aggregate concrete and cement mortar (1) mix of cementitious materials must 罗阳镇大沙小学2010---2011学年度第二学期 体 育 大 课 间 实 施 方 案 2011年2月 sites scattered work surface should be distributed. Brick masonry construction is mainly distributed in the factory, the factory works. 8.3.1 material dumps in masonry construction materials are piled up in batches in the vicinity of the construction, hand-to-mouth, and maintain a certain reserve. 8.3.2 supply mortar HZS60 concrete mixing station after mixing with 5T dump truck transport to the surface of the construction. 8.3.3 masonry material transport transport 5T tipper with gravel and other materials transported to the surface of the construction. 8.4 8.4 masonry construction. ... Stone), can be used to sew, but its amount shall not exceed the weight of masonry 10%. Stone masonry: according to the degree of smoothness of the work surface is divided into fine stones, semi fine stone, crude stone and stone wool in four. Stone processing requirements should be consistent with the surface GBJ50203-2002 6th. the provisions of article 3.2. 8.4.2 sand, gravel (1) sand and gravel quality shall conform to SD120-84 table 2.1.2 and 2.1.3 requirements. Mortar and smaller sand aggregate concrete used, required diameter of 0.15~5mm, fineness modulus for 2.5~3.0, laying stone mortar sand, its maximum diameter is not more than 5mm; stone mortar for masonry sand, maximum size less than 2.5mm; (2) with two-graded aggregate concrete, gravel size for 5~20mm and 20~40mm. 8.4.3 cement and water (1) masonry engineering using cement and marking shall comply with the technical provisions of section 8.4. the provisions of paragraph 3.1, arrival of the cement should be variety, grade, date of stockpiling separately, wet lumps of cement, the prohibition of the use. (2) water quality standards should be required, mixing mortar and small aggregate concrete. On mixing and curing of water quality when there is doubt, mortar strength verification should be carried out, the compressive strength of the mortar if the water is below standard 28 days the compressive strength of mortar made of water below 90%, this water cannot be used. 8.4.4 small aggregate concrete and cement mortar (1) mix of cementitious materials must 罗阳镇大沙小学2011---2012学年度第一学期 体 育 大 课 间 实 施 方 案 2011年9月 sites scattered work surface should be distributed. Brick masonry construction is mainly distributed in the factory, the factory works. 8.3.1 material dumps in masonry construction materials are piled up in batches in the vicinity of the construction, hand-to-mouth, and maintain a certain reserve. 8.3.2 supply mortar HZS60 concrete mixing station after mixing with 5T dump truck transport to the surface of the construction. 8.3.3 masonry material transport transport 5T tipper with gravel and other materials transported to the surface of the construction. 8.4 8.4 masonry construction. ... Stone), can be used to sew, but its amount shall not exceed the weight of masonry 10%. Stone masonry: according to the degree of smoothness of the work surface is divided into fine stones, semi fine stone, crude stone and stone wool in four. Stone processing requirements should be consistent with the surface GBJ50203-2002 6th. the provisions of article 3.2. 8.4.2 sand, gravel (1) sand and gravel quality shall conform to SD120-84 table 2.1.2 and 2.1.3 requirements. Mortar and smaller sand aggregate concrete used, required diameter of 0.15~5mm, fineness modulus for 2.5~3.0, laying stone mortar sand, its maximum diameter is not more than 5mm; stone mortar for masonry sand, maximum size less than 2.5mm; (2) with two-graded aggregate concrete, gravel size for 5~20mm and 20~40mm. 8.4.3 cement and water (1) masonry engineering using cement and marking shall comply with the technical provisions of section 8.4. the provisions of paragraph 3.1, arrival of the cement should be variety, grade, date of stockpiling separately, wet lumps of cement, the prohibition of the use. (2) water quality standards should be required, mixing mortar and small aggregate concrete. On mixing and curing of water quality when there is doubt, mortar strength verification should be carried out, the compressive strength of the mortar if the water is below standard 28 days the compressive strength of mortar made of water below 90%, this water cannot be used. 8.4.4 small aggregate concrete and cement mortar (1) mix of cementitious materials must
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