Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Hydropower engineering plant rock wall crane beam structure under soft rock geological condition
The invention provides a hydropower engineering plant rock wall crane beam structure under a soft rock geological condition. One novel hydropower engineering plant rock wall crane beam structure underthe soft rock geological condition is designed. Combined structures, including a lower buttress wall, a rock beam body, an upper buttress wall, a key groove and the like, are mainly arranged, and therefore, the rock wall crane beam structure and an underground plant side wall can be combined into a whole so as to jointly bear the load of an upper overhead crane. According to the hydropower engineering plant rock wall crane beam structure under the soft rock geological condition, a contact area between a rock wall crane beam body and the rock mass of underground plant side wall is enlarged, the defect that the rock benches of the underground plant side wall can not form a line under the soft rock geological condition can be effectively overcome, a situation that the rock wall crane beam generates large displacement since the side wall rock mass is subjected to a long-term creep effect under the soft rock geological condition can be effectively overcome, and therefore, the safety and the stability of the underground plant rock wall crane beam under the soft rock geological condition can be guaranteed.
本发明提供一种软岩地质条件下水电工程厂房岩壁吊车梁结构，通过设计一种新型的软岩地质条件下水电工程厂房岩壁吊车梁结构，主要采用设置下扶壁墙、岩梁主体、上扶壁墙以及键槽等相结合的结构，使得该岩壁吊车梁结构与地下厂房边墙能够结合成整体，共通承受上部桥机荷载。该种适用于软岩地质条件下的水电工程地下厂房岩壁吊车梁结构，增大了岩壁吊车梁主体与地下厂房边墙岩体的接处面积，能够有效地克服软岩地质条件下地下厂房边墙岩台无法成行的缺陷，能够有效地克服软岩地质条件下岩壁吊车梁因边墙岩体长期蠕变效应而产生的较大位移，从而保证软岩地质条件下地下厂房岩壁吊车梁的安全稳定性。
Hydropower engineering plant rock wall crane beam structure under soft rock geological condition
The invention provides a hydropower engineering plant rock wall crane beam structure under a soft rock geological condition. One novel hydropower engineering plant rock wall crane beam structure underthe soft rock geological condition is designed. Combined structures, including a lower buttress wall, a rock beam body, an upper buttress wall, a key groove and the like, are mainly arranged, and therefore, the rock wall crane beam structure and an underground plant side wall can be combined into a whole so as to jointly bear the load of an upper overhead crane. According to the hydropower engineering plant rock wall crane beam structure under the soft rock geological condition, a contact area between a rock wall crane beam body and the rock mass of underground plant side wall is enlarged, the defect that the rock benches of the underground plant side wall can not form a line under the soft rock geological condition can be effectively overcome, a situation that the rock wall crane beam generates large displacement since the side wall rock mass is subjected to a long-term creep effect under the soft rock geological condition can be effectively overcome, and therefore, the safety and the stability of the underground plant rock wall crane beam under the soft rock geological condition can be guaranteed.
本发明提供一种软岩地质条件下水电工程厂房岩壁吊车梁结构，通过设计一种新型的软岩地质条件下水电工程厂房岩壁吊车梁结构，主要采用设置下扶壁墙、岩梁主体、上扶壁墙以及键槽等相结合的结构，使得该岩壁吊车梁结构与地下厂房边墙能够结合成整体，共通承受上部桥机荷载。该种适用于软岩地质条件下的水电工程地下厂房岩壁吊车梁结构，增大了岩壁吊车梁主体与地下厂房边墙岩体的接处面积，能够有效地克服软岩地质条件下地下厂房边墙岩台无法成行的缺陷，能够有效地克服软岩地质条件下岩壁吊车梁因边墙岩体长期蠕变效应而产生的较大位移，从而保证软岩地质条件下地下厂房岩壁吊车梁的安全稳定性。
Hydropower engineering plant rock wall crane beam structure under soft rock geological condition
一种软岩地质条件下水电工程厂房岩壁吊车梁结构
YANG SONG (Autor:in) / SUN JINHUI (Autor:in) / XU WENXIAN (Autor:in) / WU XIYAN (Autor:in) / WANG ZHEN (Autor:in) / JIANG LEI (Autor:in) / SHAO GUOWEI (Autor:in) / CAI BO (Autor:in) / ZHANG LIXIN (Autor:in) / WANG JING (Autor:in)
10.07.2020
Patent
Elektronische Ressource
Chinesisch
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