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Construction method of piling platform unit
The construction method of the piling platform unit comprises the following steps that piling is conducted according to the depth of a rock stratum in a stratum, and one end of a pile column is fixed to the rock stratum; after piling is completed, two rows of pile groups arranged in sequence are obtained; the arrangement directions of the two rows of pile groups are parallel to each other; the first top beam extends in the arrangement direction of one column of pile column sets, the second top beam extends in the arrangement direction of the other column of pile column sets, and the first top beam and the second top beam are fixedly connected with the upper ends of the corresponding pile column sets correspondingly; arranging the plurality of cross beams along the length direction of the first crown beam and/or the second crown beam, and respectively connecting two ends of the plurality of cross beams with the first crown beam and the second crown beam. According to the technical scheme, the first top beam, the second top beam and the cross beams are connected after piling, the equipment supporting legs stand on the multiple cross beams, the first top beam and the second top beam disperse the weight to the piles of the corresponding pile sets respectively, the lower ends of the piles are fixedly connected with the rock stratum, and the supporting legs are prevented from sinking.
本发明公开一种打桩平台单元的施工方法,包括以下步骤:根据地层中岩层的深度进行打桩,使桩柱的一端与岩层固定;打桩完成后,获得两列按序排列的桩柱组;两列桩柱组的排列方向相互平行;将第一冠梁沿其中一列桩柱组的排列方向延伸设置,将第二冠梁沿另一列桩柱组的排列方向延伸设置,分别使第一冠梁和第二冠梁与对应桩柱组的上端固定连接;将若干横梁沿第一冠梁和或第二冠梁的长度方向排列设置,并使若干横梁的两端分别连接第一冠梁和第二冠梁。本发明的技术方案采用打桩后连接第一冠梁、第二冠梁和横梁,设备支撑脚立于若干横梁上,第一冠梁和第二冠梁分别将重量分散至对应桩柱组的桩柱上,桩柱的下端与岩层固定连接,避免支撑脚下陷。
Construction method of piling platform unit
The construction method of the piling platform unit comprises the following steps that piling is conducted according to the depth of a rock stratum in a stratum, and one end of a pile column is fixed to the rock stratum; after piling is completed, two rows of pile groups arranged in sequence are obtained; the arrangement directions of the two rows of pile groups are parallel to each other; the first top beam extends in the arrangement direction of one column of pile column sets, the second top beam extends in the arrangement direction of the other column of pile column sets, and the first top beam and the second top beam are fixedly connected with the upper ends of the corresponding pile column sets correspondingly; arranging the plurality of cross beams along the length direction of the first crown beam and/or the second crown beam, and respectively connecting two ends of the plurality of cross beams with the first crown beam and the second crown beam. According to the technical scheme, the first top beam, the second top beam and the cross beams are connected after piling, the equipment supporting legs stand on the multiple cross beams, the first top beam and the second top beam disperse the weight to the piles of the corresponding pile sets respectively, the lower ends of the piles are fixedly connected with the rock stratum, and the supporting legs are prevented from sinking.
本发明公开一种打桩平台单元的施工方法,包括以下步骤:根据地层中岩层的深度进行打桩,使桩柱的一端与岩层固定;打桩完成后,获得两列按序排列的桩柱组;两列桩柱组的排列方向相互平行;将第一冠梁沿其中一列桩柱组的排列方向延伸设置,将第二冠梁沿另一列桩柱组的排列方向延伸设置,分别使第一冠梁和第二冠梁与对应桩柱组的上端固定连接;将若干横梁沿第一冠梁和或第二冠梁的长度方向排列设置,并使若干横梁的两端分别连接第一冠梁和第二冠梁。本发明的技术方案采用打桩后连接第一冠梁、第二冠梁和横梁,设备支撑脚立于若干横梁上,第一冠梁和第二冠梁分别将重量分散至对应桩柱组的桩柱上,桩柱的下端与岩层固定连接,避免支撑脚下陷。
Construction method of piling platform unit
一种打桩平台单元的施工方法
LIU MING (author) / SUN YINHAO (author) / LI ZHANRONG (author) / LIU ZHAOCHEN (author) / ZHANG DI (author) / LI LONGJI (author) / CHEN QIAN (author) / DING XIAOXIAO (author)
2022-12-20
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
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Gründungen