建筑施工手册系列之建筑地面工程18-8 室外附属工程(Construction Manual series of building ground engineering, 18-8 outdoor ancillary works).docVIP
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建筑施工手册系列之建筑地面工程18-8 室外附属工程(Construction Manual series of building ground engineering, 18-8 outdoor ancillary works)
建筑施工手册系列之建筑地面工程18-8 室外附属工程(Construction Manual series of building ground engineering, 18-8 outdoor ancillary works) Construction Manual series of building floor works, 18-8 outdoor ancillary works,.Txt heart is a two bedroom house, one living in pain, one living happily. People cant laugh too loudly, or they will wake up the pain next door. This paper by Xian 2006 contribution DOC documents may experience poor browsing on the WAP side. It is recommended that you first select TXT, or download the source file to the local view. 18-8 Outdoor ancillary works 18-8-1 apron The apron has a brick, concrete, concrete and other materials paved. Its structure is shown in figure 18-93 and figure 18-94 and figure 18-95 (a), (b). Figure 18-93 apron brick structure map Figure 18-94 concrete apron structure map Figure 18-95 concrete apron apron structure transverse slope is 5%. water before the construction, should draw on the outer surface of the upper edge of the standard high water, according to the width of transverse slope and apron, outward formwork, formwork should be top apron edge elevation (apron is brick digging groove), the top surface of the template should be higher than the outdoor terrace 50mm. brick apron, should first pull in a trench for brick, brick top high outdoor floor 50mm. Water soil dug into 5% slope, compacted three times (such as poor soil, should be dug to the depth of 10cm, three times 3:7 lime soil compacted backfill), soil surface with sand, flat brick, sand and concrete pouring construction. Concrete apron with the ground surface layer. The corresponding corner of concrete apron and every 12m long to indwelling seam deformation. The corner cracks at an angle of 45 degrees with the outside wall angle, and other parts of exterior wall is vertical. The position of the deformation joints should be avoided in the water nozzle. Joints with asphalt mortar. 18-8-2 ditch The ditches were brick and rubble, concrete and other materials paved. Its structure see
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