挑梁

对挑梁埋置砌体部分内力计算的探讨

Discussion on internal force of masonry wall with cantilever beam buried

带外挑梁的构造柱受力性能研究

Study on Behavior of Constructional Column with Cantilever Beam under Load

外挑梁荷载对多层砌体结构基础面积简化计算

Simplified calculation of foundation area of multi-storied building with cantilever beam load

住宅悬挑梁上砖墙及楼板的裂缝分析

Analysis of crevices in brick wall of cantilever beam in dwelling houses

砌体结构中挑梁抗倾覆计算探讨

Probe into the Overturning Resistance Analysis of Cantilever Beam in Masonry Structures

上部大空间悬挑梁转换结构力学分析

Mechanical Analysis on Transfer Cantilever Beam of Upper Large-space Structures

大悬臂薄壁钢挑梁的稳定计算

The Stability Calculation of Large Cantilever Steel Thin-Wall Box Girder

太平洋广场有粘接预应力框架悬挑梁施工

Prestressed & glued frame overhanging beam costruction of The Tai Ping Yang park

高跨比小于1的短挑梁设计探讨

Discussion on the design of short cantilever beam

弹性地基梁理论在挑梁计算中的应用

The application of the theory of beam on elastic foundation in calculating overhanging beams

砌体结构挑梁支承处裂缝机理及挑梁嵌固长度的探讨

Discussions on Cracks in the Bearing of Masonry Structures and Anchorage Length of Bracket Beam

混凝土悬挑梁的接长改造与加固

Lengthening and Reinforcement of Concrete Cantilever Beams

悬索桥重力式锚碇锚体后悬段挑梁支撑法施工

The Corbel Supported Method for Constructing the Back Suspended Part of the Weight Anchor Block

钢-混凝土组合脊骨梁中大悬臂挑梁荷载分布的空间有限元分析及简化计算研究

SFEM Analysis and Study on Simplified Calculation for Load Distributions on Long Cantilevered Beams of Steel-Concrete Composite Spine Girder

体内外同索预应力技术进行大跨挑梁设计

The Design of Larger Span Cantilever Beam Using the Prestressed Technique with the Same Tendon in External and Internal

带波形钢腹板悬臂挑梁的组合脊骨梁力学性能分析与试验研究

Experimental Study and Analysis on the Behaviors of Steel-Concrete Composite Spine Girder with Large Cantilevered Beams Possessing Corrugated Steel Web

指出挑梁在适于阳台、雨篷构造的同时，也带来局部能耗黑洞的问题。

While the cantilever beam makes it easier to build balconies and awnings , this structure also brings out local energy losing problem .

通过工程实例，对砖混住宅挑梁下的局部墙垛的强度计算方法进行了探讨。

Through the project example , the strength calculation method for local wall pier under the cantilever beam of a brick-residence was discussed .

这使挑梁的抗倾覆能力有所提高，并解决了梁底的局压问题。

While , this will improve the capsizal resistant capacity of the cantilever beams and resolve the partial press problem under the beams .

介绍了带波形钢腹板悬臂挑梁的钢&混凝土组合脊骨梁这一新型结构。

In this paper , a new steel-concrete composite spine girder with large cantilevered beams of corrugated steel web ( SCCSG ) is introduced .

通过对空间悬挑梁的分析计算，论证不应简单按单一悬挑梁计算的必要性。

By analysing and calculating the cantilevering beam , expounds and proves the necessity and correctly of calculate which shouldn 't simple according to the single beam .

利用有限元方法，对砌体房屋挑梁下纵横墙的应力作了计算分析，得出了一系列规律。

By means of finite element method , the stress of longitudinal wall and cross wall under outrigger is calculated , and a series of disciplines is conducted .

通过一工程实例中悬挑梁的正截面配筋计算，对钢筋混凝土悬挑梁正截面超筋的概念进行了分析和探讨。

Through a calculation of the strength of normal section of extra-reinforced cantilever beam for an actual project , the conception of normal section of extra-reinforced cantilever beam is analyzed .

砌体结构在支承处因构造不当而引起挑梁与墙结合面发生裂缝，梁端挠度大于设计值是导致这一缺陷的重要原因之一。

Unsuitable constructions in the bearing of Masonry Structures lead to cracks of the connecting face between the bracket beam and wall . One of the important reasons of the flaw is that beam-end deflection was greater than design value .

江苏省科学历史文化中心工程造型新颖、复杂，在设计与施工中采用了不同于一般的预应力斜拉管结构，使多层悬挑梁形成空间稳定结构，满足了造型的需要。

The appearance of Jiangsu Province Science History Culture Center is new and complicate . The unique prestressed inclined pipe structure is adopted in design and construction of this project . So a stable structure constituted by multi-story suspending beams emerges .

正确的施工流程、合理的施工控制方法、关键节点和挑梁的优化设计，对有效控制体外管内预应力吊拉结构的变形，保证施工阶段和使用阶段结构的安全起到非常重要的作用。

Correct construction methods , reasonable construction control methods , optimization design of key node and cantilever beam have very important effect to control deflection of external prestressing in tubes . Those also can ensure safe in construction and application phase .

通过对工程设计实例的分析，给工程设计人员提供了在设计中遇到类似构件时较为实用的一种精确计算方法，避免粗略计算挑梁时易造成事故隐患的缺陷。

Through analysis of engineering design examples , an accurate calculation method is provided for engineering designers to perform designing work when they meet the similar structure members , thus the defects of leaving the project with hidden accident hazards due to rough calculation can be avoided .

通过对一短挑梁开裂的工程事故进行分析处理，得出如下结论：跨高比较小的挑梁在设计时除应满足挑梁的基本要求外，还必须进行裂缝控制验算。

Based on the analysis and disposal of an engineering quality accident , this paper made a conclusion that during designing short cantilever beam ( the span-depth ratio is less than 1.0 ), besides the requirement of common cantilever beam should be met , inclined crack control should be checked .

介绍深圳市会议展览中心45m标高层155m悬挑预应力梁设计、施工技术，及悬挑端高支撑的具体做法。

In this article , authors introduce design and construction technologies of the 15.5m suspended prestressed beam at 45m high level of Shenzhen Meeting and Exhibition Center , and state specific construction methods of high supports of the suspended end of the beam .

高层建筑屋面悬挑曲梁结构施工技术

Construction Technology of Hanging Curved - beam in High-building Roof