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Connecting joint structure with cast-in-place pile serving as vertical structural column and construction method
The invention provides a connecting joint structure with a cast-in-place pile serving as a vertical structural column and a construction method, and the connecting joint structure with the cast-in-place pile serving as the vertical structural column comprises the cast-in-place pile, a steel bar planting set, a ring beam arranged outside the cast-in-place pile in a sleeving mode, a column cap arranged outside the ring beam in a sleeving mode and a plurality of frame beams arranged on the peripheral side of the column cap; the embedded steel bar group comprises a plurality of anchoring embedded steel bars, the anchoring embedded steel bars are arranged at intervals in the circumferential direction of the cast-in-place pile, one ends of the anchoring embedded steel bars penetrate through the cast-in-place pile and are connected with the cast-in-place pile, and the other ends of the anchoring embedded steel bars penetrate through the ring beam and are connected with the ring beam; the column cap is arranged outside the cast-in-place pile in a sleeving mode and connected to the cast-in-place pile, the column cap comprises a column cap reinforcement cage, and the column cap reinforcement cage comprises a top frame, a bottom frame and a side frame arranged between the bottom frame and the top frame; the frame beam comprises a frame reinforcement cage, and the frame reinforcement cage comprises a frame beam bottom bar and a frame beam surface bar. According to the invention, the stress concentration effect at the connection node can be further weakened.
本申请提供一种灌注桩兼作竖向结构柱的连接节点构造及施工方法,其中,一种灌注桩兼作竖向结构柱的连接节点构造包括灌注桩、植筋组、套设于灌注桩外的环梁、套设于环梁外的柱帽,以及设置于柱帽周侧的多个框架梁;植筋组包括多个锚固植筋,多个锚固植筋绕灌注桩周向间隔设置,锚固植筋一端穿设于灌注桩内并与灌注桩连接,另一端穿设于环梁内并与环梁连接;柱帽套设并连接于灌注桩外,柱帽包括柱帽钢筋笼,柱帽钢筋笼包括相对设置的顶架和底架,以及设置于底架和顶架之间的侧边架;框架梁包括框架钢筋笼,框架钢筋笼包括框架梁底筋和框架梁面筋。本申请能够进一步减弱连接节点处的应力集中效果。
Connecting joint structure with cast-in-place pile serving as vertical structural column and construction method
The invention provides a connecting joint structure with a cast-in-place pile serving as a vertical structural column and a construction method, and the connecting joint structure with the cast-in-place pile serving as the vertical structural column comprises the cast-in-place pile, a steel bar planting set, a ring beam arranged outside the cast-in-place pile in a sleeving mode, a column cap arranged outside the ring beam in a sleeving mode and a plurality of frame beams arranged on the peripheral side of the column cap; the embedded steel bar group comprises a plurality of anchoring embedded steel bars, the anchoring embedded steel bars are arranged at intervals in the circumferential direction of the cast-in-place pile, one ends of the anchoring embedded steel bars penetrate through the cast-in-place pile and are connected with the cast-in-place pile, and the other ends of the anchoring embedded steel bars penetrate through the ring beam and are connected with the ring beam; the column cap is arranged outside the cast-in-place pile in a sleeving mode and connected to the cast-in-place pile, the column cap comprises a column cap reinforcement cage, and the column cap reinforcement cage comprises a top frame, a bottom frame and a side frame arranged between the bottom frame and the top frame; the frame beam comprises a frame reinforcement cage, and the frame reinforcement cage comprises a frame beam bottom bar and a frame beam surface bar. According to the invention, the stress concentration effect at the connection node can be further weakened.
本申请提供一种灌注桩兼作竖向结构柱的连接节点构造及施工方法,其中,一种灌注桩兼作竖向结构柱的连接节点构造包括灌注桩、植筋组、套设于灌注桩外的环梁、套设于环梁外的柱帽,以及设置于柱帽周侧的多个框架梁;植筋组包括多个锚固植筋,多个锚固植筋绕灌注桩周向间隔设置,锚固植筋一端穿设于灌注桩内并与灌注桩连接,另一端穿设于环梁内并与环梁连接;柱帽套设并连接于灌注桩外,柱帽包括柱帽钢筋笼,柱帽钢筋笼包括相对设置的顶架和底架,以及设置于底架和顶架之间的侧边架;框架梁包括框架钢筋笼,框架钢筋笼包括框架梁底筋和框架梁面筋。本申请能够进一步减弱连接节点处的应力集中效果。
Connecting joint structure with cast-in-place pile serving as vertical structural column and construction method
一种灌注桩兼作竖向结构柱的连接节点构造及施工方法
YE JIACHENG (Autor:in) / CEN JIQIANG (Autor:in) / HU JUNWEI (Autor:in) / HUANG YANGWU (Autor:in) / OU ZHIMING (Autor:in) / WANG SHIMIN (Autor:in) / SHENG SI'AN (Autor:in)
22.10.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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