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At this time, loosen the connection screw of standard section with spanner, hang the shaft of hand crane on the upper angle bar, sway the shaft of hand crane upward, separate this standard section from the next section, and lay it in the suspension coop, dismantle the other standard section for the same method, and turn the shaft to another direction, draw the lifting wire rope tightly, the operation staff leave the suspension coop, open the lock stopping instrument, fall the suspension coop to next position and lock the brake instrument, the operation staff return to the top of suspension coop, continually dismantle note: forbid the staff leave on the top of suspension coop or in the coop when the suspension coop is running

8.1折除时,首先将吊笼用停层装置停靠在待拆除的标准节的下两节上,操作人员上到吊笼顶,卷扬机松绳,用小吊杆将顶梁略向上提起,拔出顶梁横销,使顶梁值得徐徐降下,降到拆除节下一节中间框架角处,并重新穿上横销,这时用板手将标准节连接螺栓松开,将手摇起重机小吊杆钩挂在待拆节上框架用钢土,到吊笼内,用同样的方法拆下另一节标准节,然后将吊杆转向不影响升降机运行的方向,收紧起升钢丝绳,操作人员离开吊笼,打开锁止机构,使吊笼下降到下一个拆除位置,并将锁止机构锁死,人员重返笼顶,进行下一拆除循环注意:在吊笼运行时绝不允许有人员留在吊笼顶部或吊笼内

When dismantle the machine, firstly, stop the suspension coop on the lower 2 sections of the standard sections, the operation staff go on the suspension coop top, the hoisting machine loosen rope, lift the pillar with small shaft, pull out the horizontal pin of pillar, let the pillar fall slowly to thedismantled section's middle angle bar, insert the horizontal pin again. At this time, loosen the connection screw of standard section with spanner, hang the shaft of hand crane on the upper angle bar, sway the shaft of hand crane upward, separate this standard section from the next section, and lay itin the suspension coop, dismantle the other standard section for the same method, and turn the shaft to another direction, draw the lifting wire rope tightly, the operation staff leave the suspension coop, open the lock stopping instrument, fall the suspension coop to next position and lock the brakeinstrument, the operation staff return to the top of suspension coop, continually dismantle note: forbid the staff leave on the top of suspension coop or in the coop when the suspension coop is running

8.1折除时,首先将吊笼用停层装置停靠在待拆除的标准节的下两节上,操作人员上到吊笼顶,卷扬机松绳,用小吊杆将顶梁略向上提起,拔出顶梁横销,使顶梁值得徐徐降下,降到拆除节下一节中间框架角处,并重新穿上横销,这时用板手将标准节连接螺栓松开,将手摇起重机小吊杆钩挂在待拆节上框架用钢土,到吊笼内,用同样的方法拆下另一节标准节,然后将吊杆转向不影响升降机运行的方向,收紧起升钢丝绳,操作人员离开吊笼,打开锁止机构,使吊笼下降到下一个拆除位置,并将锁止机构锁死,人员重返笼顶,进行下一拆除循环(注意:在吊笼运行时绝不允许有人员留在吊笼顶部或吊笼内

The length of the screw is selected according to the transverse diameter of the calcaneocuboid articular surface, and the direction of the screw is determined according to the inner tilt angle.

跟骨骰骨关节面下方的骨量丰富,骨小梁致密,是螺钉植入的理想位置;应根据跟骨骰骨关节面的横径选择螺钉的长度,根据该关节面的内倾角决定螺钉的进钉方向。

Immunohistochemistrical section: observe the VEGF protein expression in different cells, the positive ratio detected by a morphometrical analysis system was used as the amount of the VEGF protein expression.

免疫组化染色切片:观察不同给药时间股骨头内VEGF的表达情况;高倍视野下(400倍)沿骨小梁表面计数50个成骨细胞中的阳性细胞数,VEGF成骨细胞阳性率=阳性成骨细胞数/50×100%,3次取平均值;计数每个高倍视野软骨细胞中的阳性细胞数,VEGF软骨细胞阳性率=阳性软骨细胞数/软骨细胞总数×100%,5次取平均值。

The main girder is designed to apply C60 pumpable high performance concrete with set retarding, high early strength and good volume stability to avoid cracking and meet the time requirement for the project.

主梁混凝土设计为C60泵送混凝土,采用8米挂篮悬浇工艺施工,混凝土技术要求很高:不仅坍落度损失要小、易于泵送,而且还要具有较长的缓凝时间,以保证一个梁段一次浇筑完成;有较高的早期强度,可在3至4天内进行预应力张拉,以缩短节段悬浇周期;有较好的体积稳定性,以避免梁体产生有害变形和开裂。

The images of the 8th week's SEM and histological section showed that more CPC resorbedin the CPC-BMP group than in the CPC group. Trabecular in the CPC-BMP group, without the view of bone degeneration of osteonecrosis and resorptive lacuna, were stronger than in the other two groups.

在CPC-BMP组的骨小梁粗大,未见到明显的骨吸收陷窝,而且也未观察到在其他两组中常见的骨陷窝内骨细胞消失、骨坏死等骨质退化表现。

The essence of osteonecresis of femoral bead is the etisting uecrosisof bone trabecula and morrow tissue.

在股骨头内,出现不同程度的骨小梁及骨髓组织坏死,是股骨头坏死的本质特征。

RESULTS: During 10 - 12 weeks, in cuntrol group: The defect area was repaired by white and soft tissue that had no resistance to press. The repaired tissue was still lower than the surrounding articular surface with clear boundary. By histological observation, it was found that the defect was repaired by the mechanism similar to inflammatory reaction and the defect is ultimately filled by the hyperplasia of hyaline degenerative fibrous tissues. In filling group: the defect was repaired by semi-transparent, smooth, textured tissues with polish that had resistance to press as well as elasticity. The repaired tissue was almost similar to the shape of the surrounding cartilage,difficult to be distinguished. After histological observation, it was found that there was no inflammatory reaction, but active hyperplasia of inner bonetissue and cartilage tissues; a lot of osteoid tissues and trabeculation were found. Newlborn cartilage was fused with surrounding cartilage tissue and connected with surrounding tissues.

结果:10~12周,对照组:缺损区由白色、质软、按压无阻抗的组织修复,修复组织仍低于周围关节面,边界仍清晰可辨,组织学以类似炎症反应的机制修复缺损,最终以透明变性的纤维组织的增生来填补缺损部位;填充组:缺损区由半透明状、质韧光滑有光泽,按压有阻抗并有弹性的组织修复,修复组织与周围软骨外形上已基本相似,不易区分,组织学未见有炎症反应的过程,内骨组织和软骨组织增生活跃,并可见大量类骨组织和骨小梁形成,新生软骨和周围软骨组织融合,并与周围组织连接。

The results of microimage analysis showed that tile average grey value (0~255, black~white) of BMP positive osteoblasts and trabeculae of fetal parietal bones increased with the increase of gestational age.

图像分析表明:胎儿顶骨内BMP阳性的骨小梁及成骨细胞的平均灰度值(0~255, black~white)随胎龄增加而呈上升趋势。

Some bone trabeculae showed medullary cavity formation. In the control sides, the grafts were fused with tibias at 4 weeks. Some iliac crest bones degraded gradually, but the bone trabeculae of grafts also could be seen in the medullary cavity after 60 weeks.

植入髂骨的对照侧4周时移植的髂骨与周围胫骨紧密愈合,部分位于髓腔内的髂骨逐渐降解,但直到60周时仍可在部分髓腔中见到移植的髂骨骨小梁。

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