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Manufacturing method of multi-cable-plane steel anchor beam anchor chamber
The invention provides a manufacturing method of a multi-cable-plane steel anchor beam anchor chamber. The manufacturing method comprises steps that step 1, a plate is prefabricated, a center line ismarked, and the plate comprises perforated anchor backing plates, a main supporting plate, an auxiliary support plate, a perforated partition plate and a stiffening plate; 2, the center lines of the perforated anchor bearing plates coincide with the center lines of end surfaces of the main supporting plate and the auxiliary supporting plate so that the perforated anchor bearing plates are installed on the end surfaces of the main supporting plate and the auxiliary supporting plate, and the perforated anchor bearing plates are tightly attached to structural end surfaces of the main supporting plate and the auxiliary supporting plate; an end of the stiffening plate abuts against the perforated anchor backing plates, and the stiffening plate is welded to a side wall of the main supporting plate after abutting against the perforated anchor backing plates; after the center line of the perforated partition plate coincides with the center lines of the end surfaces of the main supporting plateand the auxiliary supporting plate, the perforated partition plate is welded to the other end surfaces of the main supporting plate and the auxiliary supporting plate. The manufacturing method is advantaged in that a problem that spatial angle precision of the cable guide pipe is reduced due to large deviation between the installation position and the theoretical position is solved.
本申请提供了一种多索面钢锚梁锚室的制造方法,包括以下步骤:步骤一:预制板材并标记中心线,其中,板材包括开孔锚垫板、主支撑板、副支撑板、开孔隔板和加劲板;步骤二:将开孔锚垫板的中心线与主支撑板、副支撑板的端面上中心线重合,使得开孔锚垫板安装在主支撑板、副支撑板的端面上,且开孔锚垫板与主支撑板、副支撑板的结构端面紧密贴合;将加劲板的端部与开孔锚垫板顶紧,并在顶紧后,将其焊接在主支撑板的侧壁上;使开孔隔板上中心线与主支撑板、副支撑板的端面上中心线重合后,将开孔隔板焊接在主支撑板、副支撑板的另一端面上。解决了由于安装位置与理论位置存在较大偏差,造成索导管的空间角度精度下降的问题。
Manufacturing method of multi-cable-plane steel anchor beam anchor chamber
The invention provides a manufacturing method of a multi-cable-plane steel anchor beam anchor chamber. The manufacturing method comprises steps that step 1, a plate is prefabricated, a center line ismarked, and the plate comprises perforated anchor backing plates, a main supporting plate, an auxiliary support plate, a perforated partition plate and a stiffening plate; 2, the center lines of the perforated anchor bearing plates coincide with the center lines of end surfaces of the main supporting plate and the auxiliary supporting plate so that the perforated anchor bearing plates are installed on the end surfaces of the main supporting plate and the auxiliary supporting plate, and the perforated anchor bearing plates are tightly attached to structural end surfaces of the main supporting plate and the auxiliary supporting plate; an end of the stiffening plate abuts against the perforated anchor backing plates, and the stiffening plate is welded to a side wall of the main supporting plate after abutting against the perforated anchor backing plates; after the center line of the perforated partition plate coincides with the center lines of the end surfaces of the main supporting plateand the auxiliary supporting plate, the perforated partition plate is welded to the other end surfaces of the main supporting plate and the auxiliary supporting plate. The manufacturing method is advantaged in that a problem that spatial angle precision of the cable guide pipe is reduced due to large deviation between the installation position and the theoretical position is solved.
本申请提供了一种多索面钢锚梁锚室的制造方法,包括以下步骤:步骤一:预制板材并标记中心线,其中,板材包括开孔锚垫板、主支撑板、副支撑板、开孔隔板和加劲板;步骤二:将开孔锚垫板的中心线与主支撑板、副支撑板的端面上中心线重合,使得开孔锚垫板安装在主支撑板、副支撑板的端面上,且开孔锚垫板与主支撑板、副支撑板的结构端面紧密贴合;将加劲板的端部与开孔锚垫板顶紧,并在顶紧后,将其焊接在主支撑板的侧壁上;使开孔隔板上中心线与主支撑板、副支撑板的端面上中心线重合后,将开孔隔板焊接在主支撑板、副支撑板的另一端面上。解决了由于安装位置与理论位置存在较大偏差,造成索导管的空间角度精度下降的问题。
Manufacturing method of multi-cable-plane steel anchor beam anchor chamber
一种多索面钢锚梁锚室的制造方法
HUANG XUGUANG (Autor:in) / ZHU DONGMING (Autor:in) / FU JIANHUI (Autor:in) / HUANG YONG (Autor:in) / XU WEIYU (Autor:in) / CHEN BINGSHAN (Autor:in) / CHEN QIAN (Autor:in) / YAN WENTAO (Autor:in) / HU XIAOZHEN (Autor:in) / WANG YUANGEN (Autor:in)
19.06.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
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