1) joint of continuous box girder
连续箱梁合龙
2) PC composite continuous box-girder
PC组合连续箱梁
1.
This paper introduces the structure design of the main girder and corrugated steel webs of the PC composite continuous box-girder footbridge with the corrugated steel webs being constructed in China,analyzes the reasonable value of the structure design parameters,and points out the noticeable problems of this type of bridge structure in the progress of construction.
针对我国在建的波形钢腹板PC组合连续箱梁人行桥的主梁及波形钢腹板的结构设计,对结构设计参数合理取值进行了分析,指出了该类桥梁结构在施工中应注意的问题。
2.
This paper introduces the design of the first PC composite continuous box-girder with the corrugated steel webs footbridge on the stocks.
通过对波形钢腹板PC组合连续箱梁人行桥的设计介绍,讨论了我国第一座在建的波形钢腹板PC组合连续箱梁人行桥的波形钢腹板、剪力连接件等的设计,结构分析及施工中应注意的问题,为该结构在我国桥梁工程中的应用提供一些设计经验。
3.
The design and construction about the first PC composite continuous box-girder with the corrugated steel webs footbridge is introduced in this paper.
本文通过对波形钢腹板PC组合连续箱梁桥主梁结构的分析计算以及对波形钢腹板、剪力连接键和螺旋梯道的结构设计,介绍了我国第一座波形钢腹板PC组合连续箱梁人行桥的设计与建造过程,为将这种新型组合箱梁结构应用于我国桥梁工程提供了的经验。
3) continuous composite box girder
连续组合箱梁
1.
A large-span continuous composite box girder bridge with the span arrangement of (85＋5x105＋90)m is adopted besides the main channel of the Shanghai Yangtze Bridge.
上海长江大桥主航道桥两侧采用了跨径布置为(85+5x105+90)m的钢与混凝土连续组合箱梁这一新型结构体系，为典型大跨度连续组合箱梁桥。
6) continuous box girder
连续箱梁
1.
Cast-in-site cantilever construction control of a continuous box girder bridge;
连续箱梁桥现浇悬臂施工控制技术
2.
Causes of cracks in a PC continuous box girder and preventive measures;
某PC连续箱梁裂缝成因及防治措施
3.
Construction techniques for closure of PC continuous box girder of Changwang river major bridge;
长弯大桥预应力混凝土连续箱梁合龙施工技术
补充资料：ANSYS壳单元分析箱梁
! Analysis a box beam section with shell elements of ANSYS
! 用ansys的壳体单元分析箱梁
! Box dimension: 10*4*4m with shell thickness of 0.04m
! By Lu Xinzheng, Depart. Civil Engineering, Tsinghua University, Beijing
! 陆新征，清华大学土木系
! Aug. 2004
! Define the Element
! 定义单元
/PREP7
!*
ET,1,SHELL93
!*
! Define the section for shells
! 定义壳单元截面
R,1,.04, , , , , ,
!*
! Define the material
! 定义材料
MPTEMP,,,,,,,,
MPTEMP,1,0
MPDATA,EX,1,,200e9
MPDATA,PRXY,1,,.3
! Setup the model
! 建模
! Define the keypoints
! 定义关键点
k,1,0,0,0
k,2,4,0,0
k,3,4,4,0
k,4,0,4,0
! Define the lines
! 定义线
l,1,2
l,2,3
l,3,4
l,4,1
! Define the section area
! 定义截面
a,1,2,3,4
! 用ansys的壳体单元分析箱梁
! Box dimension: 10*4*4m with shell thickness of 0.04m
! By Lu Xinzheng, Depart. Civil Engineering, Tsinghua University, Beijing
! 陆新征，清华大学土木系
! Aug. 2004
! Define the Element
! 定义单元
/PREP7
!*
ET,1,SHELL93
!*
! Define the section for shells
! 定义壳单元截面
R,1,.04, , , , , ,
!*
! Define the material
! 定义材料
MPTEMP,,,,,,,,
MPTEMP,1,0
MPDATA,EX,1,,200e9
MPDATA,PRXY,1,,.3
! Setup the model
! 建模
! Define the keypoints
! 定义关键点
k,1,0,0,0
k,2,4,0,0
k,3,4,4,0
k,4,0,4,0
! Define the lines
! 定义线
l,1,2
l,2,3
l,3,4
l,4,1
! Define the section area
! 定义截面
a,1,2,3,4
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条