Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Ring beam steel pipe pile column joint connecting method for beam column joint in construction
The invention discloses a ring beam steel pipe pile column joint connecting method for beam-column joints in construction, and particularly relates to the technical field of ring beam steel pipe pile column joint connection. The construction method comprises the steps that S1, pile steel filling and steel pipe pile construction are carried out, the pile sinking elevation of the steel pipe pile is accurate, it is ensured that the positions of anchoring studs are accurate after excavation, welding studs do not touch the pile hole wall in the pile sinking process, the pile forming quality and the stud completeness are ensured, and after the steel pipe pile is subjected to pile sinking insertion, the positions of the anchoring studs are installed and inserted one by one; clean stud and steel pipe pile body soil installation positions are excavated on the periphery, and layered and segmented excavation is needed in the excavation process. According to the method, it is guaranteed that the connecting point position accuracy is better, the reinforcing steel bar treatment effect is good, the positioning, binding and installing efficiency is higher, it is guaranteed that the post-period column rib position is accurate, the welding workload is small, the reinforcing steel bar binding progress at the joint is greatly improved, and in conclusion, the joint connecting efficiency and the connecting stability can be effectively improved.
本发明公开了一种施工中梁柱节点的环梁钢管桩柱节点连接方法，具体涉及环梁钢管桩柱节点连接技术领域，包括如下步骤；S1、灌注桩钢、钢管桩施工，钢管桩沉桩高程准确，确保开挖后锚固栓钉位置准确，沉桩过程中注意焊接栓钉不触碰桩孔壁，确保成桩质量和栓钉完整，将钢管桩沉桩实现插入后将锚固栓钉位置进行一一安装插入，S2、土方开挖，在周边开挖出干净栓钉与钢管桩身泥土安装位置处，并且在开挖过程中需要分层分段开挖。本发明确保连接点位精确性更好，钢筋处理效果好，定位绑扎安装效率更高，确保后期柱筋位置准确，焊接工作量小，大大提高了节点处钢筋绑扎进度，综上可以有效提高节点连接的高效性，以及连接的高稳定性。
Ring beam steel pipe pile column joint connecting method for beam column joint in construction
The invention discloses a ring beam steel pipe pile column joint connecting method for beam-column joints in construction, and particularly relates to the technical field of ring beam steel pipe pile column joint connection. The construction method comprises the steps that S1, pile steel filling and steel pipe pile construction are carried out, the pile sinking elevation of the steel pipe pile is accurate, it is ensured that the positions of anchoring studs are accurate after excavation, welding studs do not touch the pile hole wall in the pile sinking process, the pile forming quality and the stud completeness are ensured, and after the steel pipe pile is subjected to pile sinking insertion, the positions of the anchoring studs are installed and inserted one by one; clean stud and steel pipe pile body soil installation positions are excavated on the periphery, and layered and segmented excavation is needed in the excavation process. According to the method, it is guaranteed that the connecting point position accuracy is better, the reinforcing steel bar treatment effect is good, the positioning, binding and installing efficiency is higher, it is guaranteed that the post-period column rib position is accurate, the welding workload is small, the reinforcing steel bar binding progress at the joint is greatly improved, and in conclusion, the joint connecting efficiency and the connecting stability can be effectively improved.
本发明公开了一种施工中梁柱节点的环梁钢管桩柱节点连接方法，具体涉及环梁钢管桩柱节点连接技术领域，包括如下步骤；S1、灌注桩钢、钢管桩施工，钢管桩沉桩高程准确，确保开挖后锚固栓钉位置准确，沉桩过程中注意焊接栓钉不触碰桩孔壁，确保成桩质量和栓钉完整，将钢管桩沉桩实现插入后将锚固栓钉位置进行一一安装插入，S2、土方开挖，在周边开挖出干净栓钉与钢管桩身泥土安装位置处，并且在开挖过程中需要分层分段开挖。本发明确保连接点位精确性更好，钢筋处理效果好，定位绑扎安装效率更高，确保后期柱筋位置准确，焊接工作量小，大大提高了节点处钢筋绑扎进度，综上可以有效提高节点连接的高效性，以及连接的高稳定性。
Ring beam steel pipe pile column joint connecting method for beam column joint in construction
一种施工中梁柱节点的环梁钢管桩柱节点连接方法
NING XINPENG (Autor:in) / ZHANG XIAOQI (Autor:in) / GUO YANG (Autor:in) / GUO XIAOLIAN (Autor:in) / LYU TAO (Autor:in) / XIA XIAOLONG (Autor:in)
03.03.2023
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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