prestressed concrete girder bridge

基本解釋

Based on the practical engineering, discussion is made on the design and evaluation of moulding board brace for one prestressed concrete continuous girder bridge.
結(jié)合具體工程實例，介紹了某預應力混凝土連續(xù)梁橋的模板與支架設計方案及設計計算。
The calculation results and investigations show that overlarge local tension stress is supposed to be the main reason of slab cracks in prestressed concrete continuous girder bridge.
計算結(jié)果和現(xiàn)場觀察情況表明，腹板處局部主拉應力過大是預應力混凝土連續(xù)箱梁橋在施工過程中出現(xiàn)腹板斜裂縫的主要原因。
When using reinforced-stress gauge to measure structural stresses in prestressed concrete girder bridge, there exist errors between measured values and the theoretical ones because of various factors.
采用鋼弦式應力計測量預應力混凝土橋梁結(jié)構(gòu)應力時，由于種種原因，將導致測試結(jié)果與理論計算結(jié)果不符。