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Building foundation construction method
The invention relates to the technical field of foundation construction, and discloses a building foundation construction method, which is used for construction in an area needing backfilling and filling, and comprises the following steps: S1, leveling the ground of the area to be constructed, and detecting the bearing capacity of the ground; s2, according to the bearing capacity of the ground, a foundation of the corresponding size is constructed on the ground; s3, a supporting column with a preset height is constructed and formed on the foundation; s4, the ground is filled with soil to a preset thickness, and the filled soil is tamped until the compaction coefficient of the filled soil reaches a preset value; and S5, repeatedly executing the step S4 until the total thickness of the filled soil reaches a design value. And the possibility of settlement of the building can be reduced.
本发明涉及基础施工技术领域,公开了一种建筑基础施工方法,用于施工在需要回填填土的区域,包括如下步骤:S1、平整待施工区域的地面,检测所述地面的承载能力;S2、根据所述地面的承载能力,在所述地面上施工对应尺寸的基础;S3、在所述基础上施工成型具有预定高度的支撑柱;S4、对所述地面进行填土至预定厚度,并对所述填土进行夯实至所述填土的压实系数达到预定值;S5、重复执行S4步骤,直至所述填土的总厚度达到设计值。能减少建筑出现沉降的可能。
Building foundation construction method
The invention relates to the technical field of foundation construction, and discloses a building foundation construction method, which is used for construction in an area needing backfilling and filling, and comprises the following steps: S1, leveling the ground of the area to be constructed, and detecting the bearing capacity of the ground; s2, according to the bearing capacity of the ground, a foundation of the corresponding size is constructed on the ground; s3, a supporting column with a preset height is constructed and formed on the foundation; s4, the ground is filled with soil to a preset thickness, and the filled soil is tamped until the compaction coefficient of the filled soil reaches a preset value; and S5, repeatedly executing the step S4 until the total thickness of the filled soil reaches a design value. And the possibility of settlement of the building can be reduced.
本发明涉及基础施工技术领域,公开了一种建筑基础施工方法,用于施工在需要回填填土的区域,包括如下步骤:S1、平整待施工区域的地面,检测所述地面的承载能力;S2、根据所述地面的承载能力,在所述地面上施工对应尺寸的基础;S3、在所述基础上施工成型具有预定高度的支撑柱;S4、对所述地面进行填土至预定厚度,并对所述填土进行夯实至所述填土的压实系数达到预定值;S5、重复执行S4步骤,直至所述填土的总厚度达到设计值。能减少建筑出现沉降的可能。
Building foundation construction method
一种建筑基础施工方法
LIU ZHONGJUN (author) / YANG SUIXIN (author) / LUO LIMIN (author) / HE XINYI (author) / LU YURONG (author) / WANG JIE (author) / LUN RONGHONG (author) / CHEN MENG (author) / ZHANG JINTING (author) / XU RUOYING (author)
2023-06-09
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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