Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Integral panel structure design method for reinforced earth retaining wall
The invention discloses an integral panel structure design method for a reinforced soil retaining wall, which comprises the following steps: S1, calculating the soil pressure of an integral panel, the soil pressure of the integral panel being between the active soil pressure and the static soil pressure determined by a double-wedge method; s2, the soil pressure of the integral panel and the load acting on the top of the reinforced soil retaining wall serve as external force, and the internal force of the integral panel is calculated; the integral panel serves as a continuous beam, the reinforced material of the integral panel serves as a spring fulcrum, an action combination design response value of the integral panel and the reinforced material is calculated, and the structural stress of the integral panel and the stress of the reinforced material are calculated; s3, drawing design of the reinforced material is carried out; and S4, calculating the reinforcement of the integral panel. According to the method, the soil pressure characteristic of the reinforced soil and the flexible creep characteristic of the reinforced material are fully considered, and the problems that the integral panel structure of the reinforced soil retaining wall is unreasonable in design, the panel is prone to being damaged, and deformation is too large are effectively solved.
本发明公开了一种用于加筋土挡墙的整体式面板结构设计方法，包括以下步骤：S1.计算整体式面板的土压力，整体式面板的土压力介于双楔法确定的主动土压力和静止土压力之间；S2.将整体式面板的土压力与作用于加筋土挡墙顶部的荷载作为外力，计算整体式面板的内力；将整体式面板当作连续梁，将整体式面板的加筋材料作为弹簧支点，计算整体式面板及加筋材料的作用组合设计响应值，计算整体式面板的结构受力及加筋材料的受力；S3.进行加筋材料的拉拔设计；S4.计算整体式面板的配筋。该方法充分考虑了加筋土的土压力特点及加筋材料的柔性蠕变特征，有效解决了加筋土挡墙的整体式面板结构设计不合理，容易造成面板破坏及变形过大的问题。
Integral panel structure design method for reinforced earth retaining wall
The invention discloses an integral panel structure design method for a reinforced soil retaining wall, which comprises the following steps: S1, calculating the soil pressure of an integral panel, the soil pressure of the integral panel being between the active soil pressure and the static soil pressure determined by a double-wedge method; s2, the soil pressure of the integral panel and the load acting on the top of the reinforced soil retaining wall serve as external force, and the internal force of the integral panel is calculated; the integral panel serves as a continuous beam, the reinforced material of the integral panel serves as a spring fulcrum, an action combination design response value of the integral panel and the reinforced material is calculated, and the structural stress of the integral panel and the stress of the reinforced material are calculated; s3, drawing design of the reinforced material is carried out; and S4, calculating the reinforcement of the integral panel. According to the method, the soil pressure characteristic of the reinforced soil and the flexible creep characteristic of the reinforced material are fully considered, and the problems that the integral panel structure of the reinforced soil retaining wall is unreasonable in design, the panel is prone to being damaged, and deformation is too large are effectively solved.
本发明公开了一种用于加筋土挡墙的整体式面板结构设计方法，包括以下步骤：S1.计算整体式面板的土压力，整体式面板的土压力介于双楔法确定的主动土压力和静止土压力之间；S2.将整体式面板的土压力与作用于加筋土挡墙顶部的荷载作为外力，计算整体式面板的内力；将整体式面板当作连续梁，将整体式面板的加筋材料作为弹簧支点，计算整体式面板及加筋材料的作用组合设计响应值，计算整体式面板的结构受力及加筋材料的受力；S3.进行加筋材料的拉拔设计；S4.计算整体式面板的配筋。该方法充分考虑了加筋土的土压力特点及加筋材料的柔性蠕变特征，有效解决了加筋土挡墙的整体式面板结构设计不合理，容易造成面板破坏及变形过大的问题。
Integral panel structure design method for reinforced earth retaining wall
一种用于加筋土挡墙的整体式面板结构设计方法
GUO HAIQIANG (Autor:in) / GAO BAISONG (Autor:in) / ZHANG MINJING (Autor:in) / LI LIAN (Autor:in) / LI ANHONG (Autor:in) / YANG QUAN (Autor:in) / WANG ZHIMENG (Autor:in) / YANG SHUMEI (Autor:in) / WANG XINYU (Autor:in) / MENG ZHENHUA (Autor:in)
04.06.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
G06F
ELECTRIC DIGITAL DATA PROCESSING
,
Elektrische digitale Datenverarbeitung
/
E02D
FOUNDATIONS
,
Gründungen
/
G06Q
Datenverarbeitungssysteme oder -verfahren, besonders angepasst an verwaltungstechnische, geschäftliche, finanzielle oder betriebswirtschaftliche Zwecke, sowie an geschäftsbezogene Überwachungs- oder Voraussagezwecke
,
DATA PROCESSING SYSTEMS OR METHODS, SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL, SUPERVISORY OR FORECASTING PURPOSES
/
G16C
Integral panel limited space reinforced earth retaining wall and construction method thereof
| Europäisches Patentamt | 2024
Integral prestress reinforced earth retaining wall construction method
| Europäisches Patentamt | 2015
PANEL FOR CONSTRUCTING REINFORCED EARTH RETAINING WALL
| Europäisches Patentamt | 2021
| Europäisches Patentamt | 2020