结合一具体工程介绍了超长混凝土结构的现场监测问题。
The site test of super -length concrete structure is introduced in detail.
鉴于这种情况，裂缝成为超长混凝土结构亟待解决的问题。
Given this situation, the crack becomes the question which the over-long concrete structure urgently awaits to be solved.
希望本文能对超长混凝土结构裂缝的研究及控制起到一定的指导意义。
I hope this paper will have certain guiding significance to the study on the over-long concrete structure cracks.
所以对超长混凝土结构温度应力的分析并研究其有效的控制技术具有重要的意义。
So it is important to analyze the temperature stress and research its valid control technique of this structure.
本文结合聊城人民医院大楼工程，重点介绍大体积超长混凝土结构的冬季无缝施工技术。
Combined with the case of Liaocheng Peoples Hospital Building Project, this paper emphasized on winter seamless construction technique of mass and over-length con.
根据工程施工实践，总结在超长混凝土结构中采用加强带代替后浇带的原理和施工工艺措施。
According to the construction practice, it summarized the principle of reinforcing band of the super-long concrete structure and the construction process.
为了进一步了解温度对超长混凝土结构应力的影响，对超长结构的温度应力问题的基础性研究是非常有必要的。
In order to further understand the temperature on the long concrete structure stress the impact of stress on the structure of the temperature of super-long stress of basic research is necessary.
超长混凝土结构的设计和施工中可以采取设置后浇带、采用微膨胀——补偿收缩混凝土或设计无粘结预应力混凝士结构来防止温度收缩裂缝的产生。
The designer can set post-pouring belt, using UEA con- crete and designing pre-stressing concrete structure to avoid the crack caused by temperature and shrinkage.
工程中采用了大跨度次梁预应力楼盖结构，有效地降低梁的截面高度，确保层高和建筑物总高度的要求，此外还采用了超长混凝土结构无缝设计等新技术。
The project has used large-span secondary girder pre-stressed ceiling structure, which effectively reduces the beam cross-section height and ensures the total height and building height requirements.
超长钢筋混凝土结构温度应力分析一直是设计人员所关注的课题。
Analysis of temperature stress in the super-length reinforced concrete structure is one of the most important problem to the engineers.
重庆国际机场航站楼候机指廊工程预应力混凝土超长结构设计中，综合考虑了各方面因素；
In the design of the ultralong prestressed concrete structure of the waiting corridor project of airport buildings of Chongqing International Airport, engineers comprehensively considered all factors.
确定预应力筋布索方案是超长预应力混凝土结构设计的一项关键内容。
The tendon disposition option is an important part in the design of extra-long post-tensioned concrete frames.
探讨超长预应力混凝土结构预应力后浇带常用设计方法，指出其不足之处。
Design methods currently dealing with prestressed post-poured strips of prestressed concrete structures with large longitudinal length are discussed and problems are put forward.
介绍了以补偿收缩混凝土为结构材料、以加强带连续浇筑超长钢筋混凝土结构的设计与施工方法。
This paper introduces the design and construction method to use die construction material of constringency concrete with construction of over long reinforced concrete.
对于超长钢筋混凝土框架结构，变温的作用常常导致混凝土梁和楼板的开裂。
For over-long reinforced concrete frame structure, temperature loading often leads to crack formation of the beams and plates.
混凝土结构中经常遇到超长的问题，本文就混凝土结构超长的温度缝和沉降缝是否均可设后浇带解决的问题，阐述了自己的观点。
This paper states the viewpoint that the exceeding long temperature crack and settlement crack in concrete structure can be solved by later casting zone.
对钢筋混凝土结构的裂缝控制实现超长设计的分析和设计对策，经过工程验证，达到了预期的效果。
The crack control methods of analysis and design in the super-length reinforced structure have been tested in the project, and reached the effect to be hoped.
在结构长度超长的墙体中采用无黏结预应力技术，可以抵消混凝土的收缩应力和温度应力，提高墙体的抗裂性能。
However, when they are considered with the unbonded prestressed slab together, the seismic performance of the whole structure has not been enough clarified.
在结构长度超长的墙体中采用无黏结预应力技术，可以抵消混凝土的收缩应力和温度应力，提高墙体的抗裂性能。
However, when they are considered with the unbonded prestressed slab together, the seismic performance of the whole structure has not been enough clarified.
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