Study the basic behavior on Building Formwork concrete shear wall with vertical seams.
提出了带竖向通缝的建筑模网混凝土剪力墙,并对其基本性能进行研究。
The invention is used as a residence industrial assembly integrated precast concrete shear wall structure system.
本发明用于住宅产业化的装配整体式预制混凝土剪力墙结构系统。
It is proved that thermal insulation glazed hollow bead concrete shear wall structure system is a good self-insulation structural system.
玻化微珠保温混凝土剪力墙结构体系经课题组研究证实为一种良好的自保温结构体系。
Light steel reinforced concrete shear wall is a system structure resisting lateral force, so the shear strength is the main performance parameter.
轻钢骨混凝土剪力墙作为一种抗侧力体系,其抗剪强度是其主要的性能参数。
This paper briefly introduces the structure, the characteristic and the construction technology of a new compound reinforced concrete shear wall frame—CL structure system.
介绍了一种新型复合钢筋混凝土框架剪力墙结构体系—CL结构体系的构造、特点及施工工艺。
As the main lateral resisting member in high-rise building, the anti-seismic performance of high-strength concrete shear wall exerts a tremendous influence over structure.
而高强混凝土剪力墙作为高层建筑中的主要抗侧力构件,其抗震性能的好坏对结构影响很大。
The wall energy saving standard can be reached or exceeded by adopting check block type self-cladding technique for exterior insulation of cast-in-situ reinforced concrete shear wall.
采用阻推块型外保温自挂板技术对现浇钢筋混凝土剪力墙进行外保温,使其达到并超过墙体节能标准要求。
A method to calculate the section curvature ductility index of high strength concrete shear wall is induced by using stress-strain relationship of rectangle stirrup and plane section assumption.
利用矩形箍筋约束混凝土的应力一应变关系和平截面假定,建立了高强混凝土剪力墙截面曲率延性系数的计算方法。
This paper provides a method for reinforced concrete shear wall structure optimization design under horizontal earthquake, and for engineering and technical personnel some degree of reference value.
本文为水平地震作用下钢筋混凝土剪力墙结构的优化设计提供了一种方法,对工程技术人员亦有一定的参考价值。
As a new structure which has the performance of masonry and concrete, the reinforced concrete masonry shear wall has been used more and more recently.
配筋砌块砌体剪力墙结构是融砌体与混凝土性能于一体的一种新型结构形式,近年来研究和应用逐渐增多。
This article focused on analysis of the tension screw on the quality of concrete in the shear wall and put forward some specific proposal measures.
本文就重点就对拉螺杆对剪力墙混凝土质量的影响进行分析,提出了几点针对性的建议措施。
Shear wall has been widely used in reinforced concrete building structures.
剪力墙在钢筋混凝土建筑结构中有着广泛的应用。
This engineering is eleven layer reinforced concrete frame shear wall structure.
本工程为十一层钢筋混凝土框架-剪力墙纸局。
The article introduces the treatment method of floor construction joint and shear wall construction joint, and analyses the concrete treatment method of construction joint.
介绍了楼板施工缝和剪力墙施工缝的留置方法以及施工缝的具体处理方法。
Based on the analyses of 18 experimental specimens of small concrete block shear wall, a formula for evaluating the shear bearing capacity of oblique section are proposed.
通过对国内18个有关混凝土小型砌块剪力墙斜截面抗剪试件试验结果的分析,得出斜截面抗剪承载力公式。
In the construction process of the shear wall formwork supporting, construction on the screw pull is a very important aspect, and also a great influence on the quality of concrete forming wall.
在剪力墙木模板支撑施工过程中,对拉螺杆的施工是非常重要的一个环节,也对剪力墙混凝土成型质量影响很大。
Systemic experimental research on 6 different composite connections between concrete filled steel tube columns and shear wall under low cycle reversed loading have been done.
完成了6个由不同形式抗剪连接键连接的钢管混凝土边框与剪力墙组合节点在低周反复荷载下的抗震性能试验。
The parameters in the aeries include: amount of longitudinal reinforcement, amount of transverse reinforcement, shear span-to-depth ratio, thickness of tube wall and strength of concrete.
试验中的主要参数有:纵向钢筋的数量、横向配筋率、剪跨比、管壁的厚度及混凝土强度。
Finite element analysis shows that the lateral stiffness of the concrete grill wa ll can be calculated by an equivalent solid shear wall with the thickness of two third of the original wall thickness.
有限元分析结果表明,保温砌模混凝土墙的抗侧刚度可用厚度为其三分之二的等效实体墙计算或用小开口整体墙计算。
A finite element model for nonlinear dynamic analysis of reinforced concrete block shear wall is pointed out.
本文提出了配筋砼砌块剪力墙非线性动力分析有限元模型。
This paper presents a method for predicting seismic damage of reinforced concrete frame-shear wall structures. The method can also be used for frame structures and shear wall structures.
本文提出了框-剪结构震害预测方法,并使框架、框-剪和剪力墙三种结构体系的震害预测统一起来。
The reinforced concrete masonry shear wall structure with its energy saving system is the main structure system for the high-building.
高强配筋砌块砌体剪力墙结构及其节能体系是高层砌块建筑的主要结构体系。
The seismic behaviors of reinforced concrete structure frame-supported short-leg shear wall structure are investigated in the thesis of the test.
试验重点研究了框支短肢剪力墙结构的延性、耗能性、刚度衰减特征,结构的屈服机制和破坏机制。
The structural behaviors under vertical and horizontal loads are analyzed with a steel frame model and an equivalent reinforced concrete frame-shear wall model respectively.
用纯钢框架模型和等效钢筋混凝土框架剪力墙模型分别计算结构在竖向荷载及侧向荷载组合下的受力性能。
The reinforced concrete frame column of a high-rise building with frame-shear wall structure partially has a vertical deviation during construction, thus affecting its structural function.
某框架-剪力墙结构高层建筑的钢筋混凝土框架柱,在施工过程中局部出现了超出规范允许值的垂直度偏差,影响了结构性能。
ANSYS is employed to model the semi-rigid concrete filled steel stub frame-shear wall structure.
使用ANSYS建立了半刚性连接钢管混凝土框剪结构的有限元模型。
Wall thickness of steel tube, concrete strength, shear-span ratio and axial force ratio were considered as test parameters.
试件参数包括钢管壁厚、混凝土强度、剪跨比和轴压比。
Wall thickness of steel tube, concrete strength, shear-span ratio and axial force ratio were considered as test parameters.
试件参数包括钢管壁厚、混凝土强度、剪跨比和轴压比。
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