Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Combined section structure of steel tower and steel shell concrete combined tower of mixing tower
The invention discloses a combined section structure of a steel tower and a steel shell concrete combined tower of a mixing tower, which comprises a pressure-bearing partition plate, the pressure-bearing partition plate is transversely arranged at the junction position of the steel tower serving as an upper tower column and the steel shell concrete combined tower serving as a lower tower column, and the outer tower walls and the inner tower walls of the lower tower column and the upper tower column respectively extend up and down and are connected into a whole; the pressure-bearing partition plate is located between the outer tower wall and the inner tower wall, the inner edge and the outer edge of the pressure-bearing partition plate are connected with the inner tower wall and the outer tower wall respectively, the upper surface of the pressure-bearing partition plate is connected with the lower ends of the vertical ribs on the inner tower wall and the outer tower wall of the upper tower column, the lower surface of the pressure-bearing partition plate is connected with the upper ends of the vertical ribs on the inner tower wall and the outer tower wall of the lower tower column, and concrete pouring holes are formed in the pressure-bearing partition plate. The inner tower wall and the outer tower wall of the combination section are continuously communicated with the bin division steel plates, so that the tower wall force flow of the upper tower column is continuously transmitted to the steel shell of the lower tower column, the pressure-bearing partition plates are used, the force transmission effect is good, the problems of structural transition and force transmission of the steel tower and the steel shell concrete combination tower can be solved, and the structural rationality, safety and reliability are guaranteed.
本发明公开了一种混合塔的钢塔与钢壳混凝土组合塔的结合段构造，包括承压隔板，承压隔板横向设置在上塔柱为钢塔和下塔柱为钢壳混凝土组合塔交界位置，下塔柱和上塔柱外塔壁和内塔壁各自上下延伸连为一体，承压隔板位于外塔壁和内塔壁之间，承压隔板的内边沿和外边沿分别与内塔壁和外塔壁连接，承压隔板上表面和上塔柱内、外塔壁上竖向肋的下端连接，承压隔板下表面与下塔柱内、外塔壁上竖向肋的上端连接，承压隔板开有混凝土浇筑孔。本发明结合段内、外塔壁和分仓钢板贯通连续，使上塔柱的塔壁力流连续传递至下塔柱的钢壳，本发明使用承压隔板，传力效果好，可解决钢塔与钢壳混凝土组合塔的构造过渡和传力问题，保证结构合理性和安全可靠性。
Combined section structure of steel tower and steel shell concrete combined tower of mixing tower
The invention discloses a combined section structure of a steel tower and a steel shell concrete combined tower of a mixing tower, which comprises a pressure-bearing partition plate, the pressure-bearing partition plate is transversely arranged at the junction position of the steel tower serving as an upper tower column and the steel shell concrete combined tower serving as a lower tower column, and the outer tower walls and the inner tower walls of the lower tower column and the upper tower column respectively extend up and down and are connected into a whole; the pressure-bearing partition plate is located between the outer tower wall and the inner tower wall, the inner edge and the outer edge of the pressure-bearing partition plate are connected with the inner tower wall and the outer tower wall respectively, the upper surface of the pressure-bearing partition plate is connected with the lower ends of the vertical ribs on the inner tower wall and the outer tower wall of the upper tower column, the lower surface of the pressure-bearing partition plate is connected with the upper ends of the vertical ribs on the inner tower wall and the outer tower wall of the lower tower column, and concrete pouring holes are formed in the pressure-bearing partition plate. The inner tower wall and the outer tower wall of the combination section are continuously communicated with the bin division steel plates, so that the tower wall force flow of the upper tower column is continuously transmitted to the steel shell of the lower tower column, the pressure-bearing partition plates are used, the force transmission effect is good, the problems of structural transition and force transmission of the steel tower and the steel shell concrete combination tower can be solved, and the structural rationality, safety and reliability are guaranteed.
本发明公开了一种混合塔的钢塔与钢壳混凝土组合塔的结合段构造，包括承压隔板，承压隔板横向设置在上塔柱为钢塔和下塔柱为钢壳混凝土组合塔交界位置，下塔柱和上塔柱外塔壁和内塔壁各自上下延伸连为一体，承压隔板位于外塔壁和内塔壁之间，承压隔板的内边沿和外边沿分别与内塔壁和外塔壁连接，承压隔板上表面和上塔柱内、外塔壁上竖向肋的下端连接，承压隔板下表面与下塔柱内、外塔壁上竖向肋的上端连接，承压隔板开有混凝土浇筑孔。本发明结合段内、外塔壁和分仓钢板贯通连续，使上塔柱的塔壁力流连续传递至下塔柱的钢壳，本发明使用承压隔板，传力效果好，可解决钢塔与钢壳混凝土组合塔的构造过渡和传力问题，保证结构合理性和安全可靠性。
Combined section structure of steel tower and steel shell concrete combined tower of mixing tower
一种混合塔的钢塔与钢壳混凝土组合塔的结合段构造
LIANG LINONG (Autor:in) / ZHANG YANG (Autor:in) / NING LI (Autor:in) / LIU MINGHUI (Autor:in) / LU SHAOHONG (Autor:in) / CHEN HUANYU (Autor:in) / XIAO JIE (Autor:in) / TANG QINGDONG (Autor:in) / QU WANTONG (Autor:in) / SUN YANG (Autor:in)
09.11.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
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