Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Method for mounting post-anchored steel bar for reinforcing concrete beam
The invention relates to the field of civil engineering construction, and discloses a method for mounting post-anchored steel bars for reinforcing a concrete beam. The method comprises the following steps that S1, post-anchored steel bar planting and paying off are performed at the bottom of a beam which is reinforced by adopting carbon fiber cloth or a carbon fiber plate, and a post-anchored steel bar planting position is determined; S2, U-shaped hoop blanking is conducted at the paying-off position, and gaps between U-shaped hoops and the concrete beam are filled with sticky steel glue; S3, after the U-shaped hoops are installed, the rear anchoring steel bars are bent into an L shape and welded to the bottom of the U-shaped hoops; and S4, post-anchored steel bars are bound. According to the method for mounting the post-anchored steel bars for reinforcing the concrete beam, the carbon fiber cloth or the carbon fiber plate at the bottom of the reinforced concrete beam can be prevented from being damaged by the post-anchored steel bars.
本申请涉及土木工程施工领域，公开了一种加固混凝土梁后锚固钢筋安装方法，包括以下步骤：步骤一、在已采用碳纤维布或碳纤维板加固的梁底部，进行后锚固钢筋植筋放线，确定后锚固钢筋植筋位置；步骤二、在放线位置，进行U型箍下料，所述U型箍和混凝土梁缝隙采用粘钢胶进行填充；步骤三、待U型箍安装完成后，将后锚固钢筋弯折成L型焊接于U型箍底部；步骤四、进行后锚固钢筋绑扎。本申请加固混凝土梁后锚固钢筋安装方法，可以避免后锚固钢筋对已加固混凝土梁底碳纤维布或碳纤维板产生破坏。
Method for mounting post-anchored steel bar for reinforcing concrete beam
The invention relates to the field of civil engineering construction, and discloses a method for mounting post-anchored steel bars for reinforcing a concrete beam. The method comprises the following steps that S1, post-anchored steel bar planting and paying off are performed at the bottom of a beam which is reinforced by adopting carbon fiber cloth or a carbon fiber plate, and a post-anchored steel bar planting position is determined; S2, U-shaped hoop blanking is conducted at the paying-off position, and gaps between U-shaped hoops and the concrete beam are filled with sticky steel glue; S3, after the U-shaped hoops are installed, the rear anchoring steel bars are bent into an L shape and welded to the bottom of the U-shaped hoops; and S4, post-anchored steel bars are bound. According to the method for mounting the post-anchored steel bars for reinforcing the concrete beam, the carbon fiber cloth or the carbon fiber plate at the bottom of the reinforced concrete beam can be prevented from being damaged by the post-anchored steel bars.
本申请涉及土木工程施工领域，公开了一种加固混凝土梁后锚固钢筋安装方法，包括以下步骤：步骤一、在已采用碳纤维布或碳纤维板加固的梁底部，进行后锚固钢筋植筋放线，确定后锚固钢筋植筋位置；步骤二、在放线位置，进行U型箍下料，所述U型箍和混凝土梁缝隙采用粘钢胶进行填充；步骤三、待U型箍安装完成后，将后锚固钢筋弯折成L型焊接于U型箍底部；步骤四、进行后锚固钢筋绑扎。本申请加固混凝土梁后锚固钢筋安装方法，可以避免后锚固钢筋对已加固混凝土梁底碳纤维布或碳纤维板产生破坏。
Method for mounting post-anchored steel bar for reinforcing concrete beam
一种加固混凝土梁后锚固钢筋安装方法
YUN ZUOYI (Autor:in) / TIAN PENGGANG (Autor:in) / ZHANG FENGLIANG (Autor:in) / BIAN ZHAOWEI (Autor:in) / ZHANG SHAOXIONG (Autor:in) / MAO DONGXU (Autor:in) / ZHANG BOYU (Autor:in) / MA KAI (Autor:in) / CHEN LIYING (Autor:in) / LI JINGJING (Autor:in)
08.10.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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