模板

In short, in the impact of ultra-high Falsework ultimate strength of the three main factors, in regard to the first factor, has conducted a comprehensive study structural measures had some quantitative and qualitative research results and the third most important factor, But there are many studies to be done.

总之，在影响超高模板支架极限承载力的三个主要因素中，关于第一个因素，已进行较为全面的研究；构造措施方面有了一些定量和定性的研究成果；第三个因素最重要，但还有许多研究工作要做。

On the basis of the model experiments and the theoretical analysis of the falsework system, the dissertation builds up a mechanic model of the bridge falsework system, an.

本文通过支架系统模型试验和理论分析，建立了桥梁支架模板支撑系统的力学模型，并在此基础上开发了支架系统内力分析和稳定性计算程序，实现了从原有的依靠施工技术人员的经验到利用计算机来科学的设计计算和搭设支架。

However, there are many reports about accidents caused by collapse of the fasten-style tubular steel scaffolding and falsework system, which results in substantial economic loss and casualties.

近年来，发生了许多重大的脚手架和模板支撑架的安全事故，据统计，基于脚手架事故占建筑事故的25％以上，给人们生命、财产造成了重大的威胁。

Falsework fastening the limit of ultra-high capacity can be directly obtained by experiment, but because more and stent Ligan higher, test equipment for the requirements of higher test very difficult.

扣件式超高模板支架的极限承载力通过试验可直接获得，但由于立杆较多且支架较高，试验对仪器设备的要求较高，试验难度很大。

The dissertation introduced the features of fastener of fasten-style tubular steel falsework and different M-θ models of semi-rigid connections.

本文介绍了扣件式模板支撑架的扣件连接特性、主要的半刚性连接M-θ模型。

On the basis of the model experiments and the theoretical analysis of the falsework system, the dissertation builds up a mechanic model of the bridge falsework system, and develops a program on the internal force analysis and stability calculation of falsework system, which realizes the change from the engineers experience to the accurate design by computer.

本文通过支架系统模型试验和理论分析，建立了桥梁支架模板支撑系统的力学模型，并在此基础上开发了支架系统内力分析和稳定性计算程序，实现了从原有的依靠施工技术人员的经验到利用计算机来科学的设计计算和搭设支架。

According to the structure and the joint forms of steel tube modular falsework system, this paper also gives the stability and load capacity rule of scaffolds, setting up the mechanic model and puts forward the calculate methods of structural internal forces and stability.

根据钢管支架模板支撑系统的结构及连接形式，确定了支架稳定及承载力准则，建立了力学模型，提出了结构内力和稳定性计算方法。

Falsework instability damage to the damage from the elastic stability of the instability that features (refer to the critical buckling load, and modal) is a limit on the basis of capacity.

模板支架的破坏为失稳破坏，由弹性稳定性分析得出的失稳特征是研究极限承载力的基础。

There are mainly there different calculating methods about scaffold and falsework: hinged/rigid/semi-rigid system according to the different views about the fastener.

对扣件连接特性的不同看法形成了脚手架和模板支撑架的不同计算理论，主要分为三种：铰接、刚接和半刚性计算法。

According to the analysis of core and logging data, we considered that it is the delta fan facies and established the electrofacies model.

根据岩芯分析和测井资料识别，定义了研究区扇三角洲沉积相类型，并建立了测井相模板。

The split between the two groups can hardly be papered over.

这两个团体间的分歧难以掩饰。

This approach not only encourages a greater number of responses, but minimizes the likelihood of stale groupthink.

这种做法不仅鼓励了更多的反应，而且减少跟风的可能性。