Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Beam-column joint construction method and beam-column joint structure based on reverse construction method steel pipe stand column
The invention discloses a column-beam joint construction method and a column-beam joint structure based on a reverse construction method steel pipe stand column, and relates to the field of building construction methods. The method comprises the steps that after an underground space is excavated, the position of a column-beam joint is determined; mounting a bracket, wherein a column rib hole and a ring beam hole are formed in the bracket; column ribs and column rib holes are in one-to-one correspondence and penetrate through the column rib holes from top to bottom to be laid and welded, or the column ribs extend downwards from the bottom of the permanent stand column on the upper portion and penetrate through the column rib holes to be laid, after construction is completed, the brackets are connected with the column ribs of the permanent stand column and meanwhile connected with the ring beam, and vertical loads borne by the brackets can be dispersed to the ring beam. In addition, the ring beam can also transmit the transverse load to the steel pipe stand column to enable the steel pipe stand column to participate in horizontal load transmission, the vertical load can be better borne in reverse construction, it can be guaranteed that transmission of the transverse load is not affected, the load bearing capacity of the beam column joint is improved, and safety is improved.
一种基于逆作法钢管立柱的柱梁节点施工方法及柱梁节点结构，涉及建筑施工方法领域。本方法：挖开地下空间后，确定柱梁节点的位置；安装牛腿，牛腿上成型有柱筋孔和环梁孔；将柱筋与柱筋孔一一对应并自上而下穿过柱筋孔铺设并焊接，或从上方永久立柱底部向下延伸并穿过柱筋孔进行铺设，施工完毕后，牛腿在与永久立柱柱筋连接的同时，还与环梁连接，牛腿上承受的垂直载荷可分散至环梁处，环梁也可将横向载荷传递至钢管立柱处使其参与水平载荷传递，在逆作法施工中能够更好的承受垂直方向的载荷，还能保证横向载荷的传递不受影响，提高梁柱节点对载荷的承受能力，提高安全性。
Beam-column joint construction method and beam-column joint structure based on reverse construction method steel pipe stand column
The invention discloses a column-beam joint construction method and a column-beam joint structure based on a reverse construction method steel pipe stand column, and relates to the field of building construction methods. The method comprises the steps that after an underground space is excavated, the position of a column-beam joint is determined; mounting a bracket, wherein a column rib hole and a ring beam hole are formed in the bracket; column ribs and column rib holes are in one-to-one correspondence and penetrate through the column rib holes from top to bottom to be laid and welded, or the column ribs extend downwards from the bottom of the permanent stand column on the upper portion and penetrate through the column rib holes to be laid, after construction is completed, the brackets are connected with the column ribs of the permanent stand column and meanwhile connected with the ring beam, and vertical loads borne by the brackets can be dispersed to the ring beam. In addition, the ring beam can also transmit the transverse load to the steel pipe stand column to enable the steel pipe stand column to participate in horizontal load transmission, the vertical load can be better borne in reverse construction, it can be guaranteed that transmission of the transverse load is not affected, the load bearing capacity of the beam column joint is improved, and safety is improved.
一种基于逆作法钢管立柱的柱梁节点施工方法及柱梁节点结构，涉及建筑施工方法领域。本方法：挖开地下空间后，确定柱梁节点的位置；安装牛腿，牛腿上成型有柱筋孔和环梁孔；将柱筋与柱筋孔一一对应并自上而下穿过柱筋孔铺设并焊接，或从上方永久立柱底部向下延伸并穿过柱筋孔进行铺设，施工完毕后，牛腿在与永久立柱柱筋连接的同时，还与环梁连接，牛腿上承受的垂直载荷可分散至环梁处，环梁也可将横向载荷传递至钢管立柱处使其参与水平载荷传递，在逆作法施工中能够更好的承受垂直方向的载荷，还能保证横向载荷的传递不受影响，提高梁柱节点对载荷的承受能力，提高安全性。
Beam-column joint construction method and beam-column joint structure based on reverse construction method steel pipe stand column
一种基于逆作法钢管立柱的梁柱节点施工方法及梁柱节点结构
PAN PENG (Autor:in) / ZENG FANFU (Autor:in) / REN CHONGHUA (Autor:in) / DU SHUNZE (Autor:in) / ZHANG JUNJIAN (Autor:in) / YANG ZHENGYUN (Autor:in) / MU QIUSHENG (Autor:in) / HUANG ZONGXING (Autor:in) / HUANG XIAOFANG (Autor:in)
30.01.2024
Patent
Elektronische Ressource
Chinesisch
Reverse steel pipe column beam-column joint connecting structure and construction method
| Europäisches Patentamt | 2022
| Europäisches Patentamt | 2024
Ring beam steel pipe pile column joint connecting method for beam column joint in construction
| Europäisches Patentamt | 2023
COLUMN-BEAM JOINT STRUCTURE AND CONSTRUCTION METHOD FOR COLUMN-BEAM JOINT STRUCTURE
| Europäisches Patentamt | 2020
COLUMN-BEAM JOINT STRUCTURE, AND CONSTRUCTION METHOD OF COLUMN-BEAM JOINT STRUCTURE
| Europäisches Patentamt | 2019