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Power transmission angle steel tower complex node reinforcing member structure and preparation method thereof
The invention belongs to the field of power transmission angle steel towers, and provides a power transmission angle steel tower complex node reinforcing member structure and a preparation method thereof in order to solve the problem that a traditional reinforcing structure is not suitable for power transmission angle steel tower complex nodes. The power transmission angle steel tower complex node reinforcing member structure comprises a first prefabricated module and a second prefabricated module; the first prefabricated module and the second prefabricated module are welded together to form a complete reinforcing member structure; the reinforcing part is of an axial symmetry structure; the first prefabricated module is formed by welding first angle steel, second angle steel and connecting angle steel in advance; the second angle steel is integrally welded on the inner side of the first angle steel, and one end of the connecting angle steel is welded on the inner side of the second angle steel; the second prefabricated module is formed by welding third angle steel and fourth angle steel in advance; the third angle steel is welded to the outer side of the connecting angle steel, and the fourth angle steel covers the third angle steel and is welded to the outer side of the third angle steel. The method is suitable for on-site reinforcement of complex nodes of the power transmission angle steel tower.
本发明属于输电角钢塔领域,为解决传统加固结构不适用于输电角钢塔复杂节点,提供了一种输电角钢塔复杂节点加固件结构及其制备方法。其中,输电角钢塔复杂节点加固件结构包括第一预制模块和第二预制模块;第一预制模块和第二预制模块两者焊接在一起构成完整的加固件结构;加固件结构呈轴对称结构;第一预制模块由第一角钢、第二角钢和连接角钢这三者预先焊接而成;第二角钢整体焊接在所述第一角钢的内侧,连接角钢的一端焊接在所述第二角钢的内侧;第二预制模块由第三角钢和第四角钢预先焊接而成;第三角钢焊接在所述连接角钢的外侧,第四角钢覆盖第三角钢且焊接在所述第三角钢的外侧。其能够适用于输电角钢塔复杂节点的现场加固。
Power transmission angle steel tower complex node reinforcing member structure and preparation method thereof
The invention belongs to the field of power transmission angle steel towers, and provides a power transmission angle steel tower complex node reinforcing member structure and a preparation method thereof in order to solve the problem that a traditional reinforcing structure is not suitable for power transmission angle steel tower complex nodes. The power transmission angle steel tower complex node reinforcing member structure comprises a first prefabricated module and a second prefabricated module; the first prefabricated module and the second prefabricated module are welded together to form a complete reinforcing member structure; the reinforcing part is of an axial symmetry structure; the first prefabricated module is formed by welding first angle steel, second angle steel and connecting angle steel in advance; the second angle steel is integrally welded on the inner side of the first angle steel, and one end of the connecting angle steel is welded on the inner side of the second angle steel; the second prefabricated module is formed by welding third angle steel and fourth angle steel in advance; the third angle steel is welded to the outer side of the connecting angle steel, and the fourth angle steel covers the third angle steel and is welded to the outer side of the third angle steel. The method is suitable for on-site reinforcement of complex nodes of the power transmission angle steel tower.
本发明属于输电角钢塔领域,为解决传统加固结构不适用于输电角钢塔复杂节点,提供了一种输电角钢塔复杂节点加固件结构及其制备方法。其中,输电角钢塔复杂节点加固件结构包括第一预制模块和第二预制模块;第一预制模块和第二预制模块两者焊接在一起构成完整的加固件结构;加固件结构呈轴对称结构;第一预制模块由第一角钢、第二角钢和连接角钢这三者预先焊接而成;第二角钢整体焊接在所述第一角钢的内侧,连接角钢的一端焊接在所述第二角钢的内侧;第二预制模块由第三角钢和第四角钢预先焊接而成;第三角钢焊接在所述连接角钢的外侧,第四角钢覆盖第三角钢且焊接在所述第三角钢的外侧。其能够适用于输电角钢塔复杂节点的现场加固。
Power transmission angle steel tower complex node reinforcing member structure and preparation method thereof
一种输电角钢塔复杂节点加固件结构及其制备方法
LI XINMEI (Autor:in) / ZHANG ZHONGWEN (Autor:in) / SUO SHUAI (Autor:in) / ZHANG DUQING (Autor:in) / KAN AKITAKE (Autor:in) / MENG HAILEI (Autor:in) / JIANG BO (Autor:in) / ZHANG GUANGCHENG (Autor:in) / DU BAOSHUAI (Autor:in) / LI WEN (Autor:in)
31.12.2024
Patent
Elektronische Ressource
Chinesisch
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