| 1. | Static loading tests of a 20m hollow slab beam
空心板梁静载试验研究 |
| 2. | Construction technique for cast - in - situ continuous hollow - slab beam
现浇连续空心板梁施工技术 |
| 3. | Experiment research on the bearing capacity of prestressed slab beam with defects
有缺陷预应力板梁的承载能力试验研究 |
| 4. | Supervision of construction quality of prestressed hollow slab beam by post - tensioning method
后张法预应力空心板梁的施工质量监理 |
| 5. | Introduction on putting prestressing in prestressed concrete hollow slab beam of qutan bridge
曲潭大桥预应力砼空心板梁施加预应力简介 |
| 6. | Hollow slab beam
空心板梁 |
| 7. | The structure analysis studies and design - essentials of the continuous hollow slab beam erected as simple - supported beam in advance
先简支后连续预应力空心板梁受力分析研究及设计要点 |
| 8. | The method is as follows : calculating the length , angles and coordinates of pre - cast hollow slab in cartesian coordinate system , and then adjusting the width of hollow slab beams and length of cantilever boards to make the linear cantilever slabs close to the transition of mute
具体方法是：采用直角坐标系计算预制空心板斜长、首尾夹角和起终点坐标，根据计算结果与路线线形之差，多次调整空心板梁的梁板宽度和悬臂长度，使外悬臂折线满足路线的缓和曲线线形。 |
