Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Novel spiral anchor pile group foundation steel bearing platform
The invention relates to the technical field of iron towers, in particular to a novel spiral anchor pile group foundation steel bearing platform which comprises a large cross beam, a small cross beam, connecting pieces, foundation anchors and connecting bolts. The lower portions of the four ends of the large cross-shaped beam are each connected with a small cross-shaped beam through a connecting bolt, the lower portions of the four ends of each small cross-shaped beam are each connected with a connecting piece through a connecting bolt, and the lower portion of each connecting piece is connected with a foundation anchor. All the components are connected through high-strength connecting bolts, the construction difficulty is greatly reduced, and the construction efficiency is improved. And secondly, through the vertical spaced arrangement of the spiral anchor foundation anchors, the disturbance influence of all the foundation anchors on the soil body during spiral anchor drilling is reduced, and the overall bearing capacity of the spiral anchor foundation is improved. The arc-shaped plates are arranged on the large cross-shaped beam and the small cross-shaped beam, stress concentration at the center welding position is transited, the stiffening ribs are arranged, the overall rigidity of the spiral anchor pile group bearing platform is improved, and the overall bearing capacity is enhanced.
本申请涉及铁塔技术领域，尤其涉及一种新型螺旋锚群桩基础钢承台，包括大十字梁、小十字梁、连接件、基锚和连接螺栓；大十字梁的四个端部的下方通过连接螺栓均连接有一个小十字梁，每个小十字梁的四个端部的下方通过连接螺栓均连接有连接件，每个连接件的下方连接基锚。本申请各构件之间采用高强连接螺栓连接，极大地降低了施工难度，增加了施工效率。其次，通过螺旋锚基锚的竖向间隔布置，减小了螺旋锚钻进时各个基锚之间对于土体的扰动影响，提高螺旋锚基础的整体承载力。通过在大十字梁和小十字梁设置弧形板，对中心焊接处应力集中进行过渡，设置加劲肋，提高螺旋锚群桩承台的整体刚度，加强了整体的承载能力。
Novel spiral anchor pile group foundation steel bearing platform
The invention relates to the technical field of iron towers, in particular to a novel spiral anchor pile group foundation steel bearing platform which comprises a large cross beam, a small cross beam, connecting pieces, foundation anchors and connecting bolts. The lower portions of the four ends of the large cross-shaped beam are each connected with a small cross-shaped beam through a connecting bolt, the lower portions of the four ends of each small cross-shaped beam are each connected with a connecting piece through a connecting bolt, and the lower portion of each connecting piece is connected with a foundation anchor. All the components are connected through high-strength connecting bolts, the construction difficulty is greatly reduced, and the construction efficiency is improved. And secondly, through the vertical spaced arrangement of the spiral anchor foundation anchors, the disturbance influence of all the foundation anchors on the soil body during spiral anchor drilling is reduced, and the overall bearing capacity of the spiral anchor foundation is improved. The arc-shaped plates are arranged on the large cross-shaped beam and the small cross-shaped beam, stress concentration at the center welding position is transited, the stiffening ribs are arranged, the overall rigidity of the spiral anchor pile group bearing platform is improved, and the overall bearing capacity is enhanced.
本申请涉及铁塔技术领域，尤其涉及一种新型螺旋锚群桩基础钢承台，包括大十字梁、小十字梁、连接件、基锚和连接螺栓；大十字梁的四个端部的下方通过连接螺栓均连接有一个小十字梁，每个小十字梁的四个端部的下方通过连接螺栓均连接有连接件，每个连接件的下方连接基锚。本申请各构件之间采用高强连接螺栓连接，极大地降低了施工难度，增加了施工效率。其次，通过螺旋锚基锚的竖向间隔布置，减小了螺旋锚钻进时各个基锚之间对于土体的扰动影响，提高螺旋锚基础的整体承载力。通过在大十字梁和小十字梁设置弧形板，对中心焊接处应力集中进行过渡，设置加劲肋，提高螺旋锚群桩承台的整体刚度，加强了整体的承载能力。
Novel spiral anchor pile group foundation steel bearing platform
一种新型螺旋锚群桩基础钢承台
YANG SHOUFU (Autor:in) / YAO GUOHE (Autor:in) / TAN QINGHAI (Autor:in) / WU HAIYANG (Autor:in) / FAN ZIFEI (Autor:in) / CHEN XIAODONG (Autor:in) / JIAO JINGTAO (Autor:in) / HUANG CHUNLING (Autor:in) / NIU ZIRU (Autor:in) / TAN SU (Autor:in)
10.12.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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