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A platform for research: civil engineering, architecture and urbanism
Folding surface beam body anchoring system and construction method thereof
The invention provides a folded surface beam body anchoring system and a construction method thereof. The folded surface beam body anchoring system comprises steel wire gridding cloth, a tensioning device and internal corner limiting rods. The steel wire gridding cloth is attached to a to-be-reinforced area of the folded-face beam body, the two ends of the steel wire gridding cloth are the fixed end and the tensioning end respectively, or the two ends of the steel wire gridding cloth are the tensioning ends, and the fixed end and the folded-face beam body are fixed in an anchoring mode through cooperation of a pressing plate and a bonding material; the tensioning device is detachably connected to the beam body, and the tensioning output end of the tensioning device is fixed to the tensioning end of the steel wire gridding cloth in an anchoring mode. The internal corner limiting rod is arranged on the tensioning device, and a gap suitable for the steel wire gridding cloth to penetrate through is formed between the internal corner limiting rod and the internal corner line. And the steel wire gridding cloth keeps pretension and is solidified and bonded with the to-be-reinforced area into a whole through the bonding material layer. According to the folding surface beam body anchoring system and the construction method thereof, stable anchoring and load transmission of the steel wires can be guaranteed on the plane section and the folding angle section of the folding surface beam body, and the excellent reinforcing effect is achieved.
本发明提供了一种折面梁体锚固系统及其施工方法，包括钢丝网格布、张拉装置，以及阴角限位杆；钢丝网格布贴附在折面梁体的待加固区域，钢丝网格布的两端分别为固定端和张拉端，或者钢丝网格布的两端均为张拉端，固定端与折面梁体通过压板配合粘结材料锚接固定；张拉装置可拆卸连接于梁体上，且张拉输出端与钢丝网格布的张拉端锚接固定；阴角限位杆设于张拉装置上，且与阴角线之间形成适于钢丝网格布穿过的间隙；钢丝网格布保持预张力并与待加固区域通过粘结材料层固化粘接为一体。本发明提供的折面梁体锚固系统及其施工方法，能够在折面梁体的平面段和折角段均保证钢丝的稳定锚固及荷载传递，达到优异的加固效果。
Folding surface beam body anchoring system and construction method thereof
The invention provides a folded surface beam body anchoring system and a construction method thereof. The folded surface beam body anchoring system comprises steel wire gridding cloth, a tensioning device and internal corner limiting rods. The steel wire gridding cloth is attached to a to-be-reinforced area of the folded-face beam body, the two ends of the steel wire gridding cloth are the fixed end and the tensioning end respectively, or the two ends of the steel wire gridding cloth are the tensioning ends, and the fixed end and the folded-face beam body are fixed in an anchoring mode through cooperation of a pressing plate and a bonding material; the tensioning device is detachably connected to the beam body, and the tensioning output end of the tensioning device is fixed to the tensioning end of the steel wire gridding cloth in an anchoring mode. The internal corner limiting rod is arranged on the tensioning device, and a gap suitable for the steel wire gridding cloth to penetrate through is formed between the internal corner limiting rod and the internal corner line. And the steel wire gridding cloth keeps pretension and is solidified and bonded with the to-be-reinforced area into a whole through the bonding material layer. According to the folding surface beam body anchoring system and the construction method thereof, stable anchoring and load transmission of the steel wires can be guaranteed on the plane section and the folding angle section of the folding surface beam body, and the excellent reinforcing effect is achieved.
本发明提供了一种折面梁体锚固系统及其施工方法，包括钢丝网格布、张拉装置，以及阴角限位杆；钢丝网格布贴附在折面梁体的待加固区域，钢丝网格布的两端分别为固定端和张拉端，或者钢丝网格布的两端均为张拉端，固定端与折面梁体通过压板配合粘结材料锚接固定；张拉装置可拆卸连接于梁体上，且张拉输出端与钢丝网格布的张拉端锚接固定；阴角限位杆设于张拉装置上，且与阴角线之间形成适于钢丝网格布穿过的间隙；钢丝网格布保持预张力并与待加固区域通过粘结材料层固化粘接为一体。本发明提供的折面梁体锚固系统及其施工方法，能够在折面梁体的平面段和折角段均保证钢丝的稳定锚固及荷载传递，达到优异的加固效果。
Folding surface beam body anchoring system and construction method thereof
折面梁体锚固系统及其施工方法
LUO SHIGANG (author) / WU SHUAI (author) / ZHANG XIAOLE (author) / HUANG PENG (author) / XU WEN (author) / YANG ZHENGXIN (author)
2023-08-01
Patent
Electronic Resource
Chinese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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