Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The invention relates to the technical field of building construction, in particular to a steel structural member hoisting process which comprises a stand column, a special-shaped column, an inclined column and a steel beam. Wherein the batter post and the steel beam tied with the batter post are synchronously hoisted, and the hoisting method comprises the following steps that S1, before hoisting, the segmented batter post is assembled and then integrally hoisted, the difference value of the included angle alpha between the batter post and the ground and the installation angle of the batter post is within +/-10 degrees when the batter post is hoisted, and after the batter post is hoisted to the installation position, the foot of the batter post is fixed to a connector of a special-shaped post; s2, the steel beams comprise the first steel beam and the second steel beam; s3, after the first steel beam is hoisted in place, one end of the first steel beam is fixedly connected with the stand column, and the other end of the first steel beam is fixedly connected with the lower end of the inclined column; after the first steel beam is fixed, the second steel beam is hoisted; after the second steel beam is hoisted in place, one end of the second steel beam is fixedly connected with the stand column, and the other end is fixedly connected with the upper end of the inclined column.
本发明涉及建筑施工技术领域，具体为钢结构构件吊装工艺，所述钢结构构件包括立柱、异形柱、斜柱、钢梁；其中，斜柱及与该斜柱拉结的钢梁进行同步吊装，包括如下步骤：S1、进行吊装前，将分段的斜柱拼装后整体吊装，斜柱起吊时与地面的夹角α与斜柱的安装角度的差值在±10°以内，将斜柱吊至安装位置后，将斜柱柱脚固定在异形柱的连接头上；S2、钢梁包括第一钢梁和第二钢梁；S3、第一钢梁吊装到位后，第一钢梁的一端与立柱固定连接，第一钢梁的另一端与斜柱下端固定连接；第一钢梁固定后，对第二钢梁进行吊装；第二钢梁吊装到位后，第二钢梁的一端与立柱固定连接，第二钢梁的另一端与斜柱上端固定连接。
The invention relates to the technical field of building construction, in particular to a steel structural member hoisting process which comprises a stand column, a special-shaped column, an inclined column and a steel beam. Wherein the batter post and the steel beam tied with the batter post are synchronously hoisted, and the hoisting method comprises the following steps that S1, before hoisting, the segmented batter post is assembled and then integrally hoisted, the difference value of the included angle alpha between the batter post and the ground and the installation angle of the batter post is within +/-10 degrees when the batter post is hoisted, and after the batter post is hoisted to the installation position, the foot of the batter post is fixed to a connector of a special-shaped post; s2, the steel beams comprise the first steel beam and the second steel beam; s3, after the first steel beam is hoisted in place, one end of the first steel beam is fixedly connected with the stand column, and the other end of the first steel beam is fixedly connected with the lower end of the inclined column; after the first steel beam is fixed, the second steel beam is hoisted; after the second steel beam is hoisted in place, one end of the second steel beam is fixedly connected with the stand column, and the other end is fixedly connected with the upper end of the inclined column.
本发明涉及建筑施工技术领域，具体为钢结构构件吊装工艺，所述钢结构构件包括立柱、异形柱、斜柱、钢梁；其中，斜柱及与该斜柱拉结的钢梁进行同步吊装，包括如下步骤：S1、进行吊装前，将分段的斜柱拼装后整体吊装，斜柱起吊时与地面的夹角α与斜柱的安装角度的差值在±10°以内，将斜柱吊至安装位置后，将斜柱柱脚固定在异形柱的连接头上；S2、钢梁包括第一钢梁和第二钢梁；S3、第一钢梁吊装到位后，第一钢梁的一端与立柱固定连接，第一钢梁的另一端与斜柱下端固定连接；第一钢梁固定后，对第二钢梁进行吊装；第二钢梁吊装到位后，第二钢梁的一端与立柱固定连接，第二钢梁的另一端与斜柱上端固定连接。
Steel structural member hoisting process
钢结构构件吊装工艺
XIE JIAFENG (Autor:in)
03.12.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
Caisson reinforcing steel bar hoisting and mounting process and hoisting frame
| Europäisches Patentamt | 2021