Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Ultra-long and ultra-wide large-volume concrete foundation dislocation skip construction method
According to the super-long and super-wide large-volume concrete foundation dislocation skip construction method provided by the invention, the partition seams are arranged in a dislocation manner, so that the formation of external corners at the intersection of the partition seams of a front bin and a rear bin can be avoided; the warehouse grids are divided in a staggered mode, in the staggered division process, corner points of the warehouse grids are not adjacent, the warehouse dividing seams are arranged in a staggered mode, intersection points of the warehouse dividing seams are staggered by a certain distance, external corners at the intersection positions of the warehouse dividing seams can be avoided, and then the concrete pouring strength at the intersection positions of the warehouse dividing seams can be improved. The joint quality of concrete poured at the intersection of the branch warehouse joints is improved; and meanwhile, a seam steel reinforcement framework is arranged at the position of the staggered partition seam, the seam steel reinforcement framework is stable in structure, the connection strength of the position of the staggered partition seam can be improved, and through comprehensive construction of the construction steps, the concrete pouring strength of the intersection of the partition seam of the front bin and the partition seam of the rear bin is improved, so that the probability of construction quality risk occurrence is reduced.
本发明提供一种超长超宽大体积混凝土基础错位跳仓施工方法，该施工方法采用将分仓缝错位设置，可以规避前仓和后仓的分仓缝相交处阳角的形成；仓格之间进行错位划分，错位划分时使各个仓格角点互不相邻，分仓缝错位设置，且分仓缝的相交点相互错开一定距离，可以规避分仓缝相交处阳角的出现，进而有助于提高分仓缝相交处的混凝土浇筑强度，提升分仓缝相交处浇筑混凝土的接缝质量；同时在错位分仓缝处设置有缝钢筋骨架，该缝钢筋骨架结构稳定，能够提高错位分仓缝处的连接强度，通过上述施工步骤的综合施工，从而提高了前仓和后仓分仓缝相交处的混凝土浇筑强度，从而减少施工质量风险发生可能性。
Ultra-long and ultra-wide large-volume concrete foundation dislocation skip construction method
According to the super-long and super-wide large-volume concrete foundation dislocation skip construction method provided by the invention, the partition seams are arranged in a dislocation manner, so that the formation of external corners at the intersection of the partition seams of a front bin and a rear bin can be avoided; the warehouse grids are divided in a staggered mode, in the staggered division process, corner points of the warehouse grids are not adjacent, the warehouse dividing seams are arranged in a staggered mode, intersection points of the warehouse dividing seams are staggered by a certain distance, external corners at the intersection positions of the warehouse dividing seams can be avoided, and then the concrete pouring strength at the intersection positions of the warehouse dividing seams can be improved. The joint quality of concrete poured at the intersection of the branch warehouse joints is improved; and meanwhile, a seam steel reinforcement framework is arranged at the position of the staggered partition seam, the seam steel reinforcement framework is stable in structure, the connection strength of the position of the staggered partition seam can be improved, and through comprehensive construction of the construction steps, the concrete pouring strength of the intersection of the partition seam of the front bin and the partition seam of the rear bin is improved, so that the probability of construction quality risk occurrence is reduced.
本发明提供一种超长超宽大体积混凝土基础错位跳仓施工方法，该施工方法采用将分仓缝错位设置，可以规避前仓和后仓的分仓缝相交处阳角的形成；仓格之间进行错位划分，错位划分时使各个仓格角点互不相邻，分仓缝错位设置，且分仓缝的相交点相互错开一定距离，可以规避分仓缝相交处阳角的出现，进而有助于提高分仓缝相交处的混凝土浇筑强度，提升分仓缝相交处浇筑混凝土的接缝质量；同时在错位分仓缝处设置有缝钢筋骨架，该缝钢筋骨架结构稳定，能够提高错位分仓缝处的连接强度，通过上述施工步骤的综合施工，从而提高了前仓和后仓分仓缝相交处的混凝土浇筑强度，从而减少施工质量风险发生可能性。
Ultra-long and ultra-wide large-volume concrete foundation dislocation skip construction method
一种超长超宽大体积混凝土基础错位跳仓施工方法
WEN SHIQIANG (Autor:in) / FAN YILING (Autor:in) / QIAN ZHENGXIN (Autor:in) / YANG XIAOJUN (Autor:in) / DAI CHAO (Autor:in) / WU XIONGFEI (Autor:in) / WANG YAO (Autor:in) / LI JINTAI (Autor:in) / LIU ZHIGUANG (Autor:in) / LI YAJUN (Autor:in)
22.09.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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