无梁楼板

托板支承无梁楼板结构

Luminary supporting coupler flat slab drop construction

本文结合一个工程实例分析预应力无梁楼板的技术经济性能。

The paper presents an analysis of the techno-economic performance of the unbonded prestressed reinforced concrete flat slab floor with an actual project .

FRP箱梁与混凝土板组合梁抗弯承载力计算托板支承无梁楼板结构

On the bend supporting capacity calculation of FRP box girder and the concrete slab combination beam

开洞钢筋混凝土无梁楼板的力学性能研究

The Mechanical Performance Study of Reinforced Concrete Flat Slabs with Openings

开洞无梁楼板的极限承载力简化分析

Simplified analysis on the ultimate strength of flat slabs with opening

受竖向荷载作用的无梁楼板内力有限元分析

Finite Element Analysis of the Column-slab Structure Under Vertical Loads

托板支承无梁楼板结构钢管空心板无梁楼盖结构体系的应用

Application of the Hollow Steel-tube Slab Beamless Floor Structure System

无梁楼板的直接计算分析方法

Analytical method of direct calculation on column-supported slab

现浇混凝土空心无梁楼板设计

Design of cast-in-situ concrete hollow slab without beam

无梁楼板柱上板带宽度及弯矩取值的探讨

Discussion on the width of column strip and the ratio coefficient of bend moment for the flat slab

在项目结构设计中如何确定和审查桩基承台的厚度托板支承无梁楼板结构

How To Design and Review Platform Thickness Of Piling Foundation In Project Structure Work flat slab drop construction

托板支承无梁楼板结构木结构楼板托梁用木质工字梁静曲性能的设计

Flat slab drop construction Designing basis of the static bending performance of Wood I-Joist for flooring of wooden houses

本文对目前研究尚少的无梁楼板开洞后的力学性能进行了分析研究。

This paper deals with the mechanical performance of flat slabs with openings which have been few studies on this topic .

钢筋混凝土楼（屋）盖结构大都采用单向板、双向板、主次梁结构、无梁楼板以及井字梁结构等。

The one-way slab , two-way slabs , principal and subordinate-beam structure , non-beam structure and the grid-beam structure are putting into use in the reinforced concrete slab .

大跨度现浇无梁空心楼板的应用

Application of large span cast - in - place beamless hollow floor

提出无梁空心楼板的等代框架梁与等代框架柱的分析与计算方法。

Analysis and calculation method of equivalent frame-beam and equivalent frame-column is present .

现浇无梁空心楼板施工技术

Construction Technology of Cast-in-situ Hollow Concrete Beamless Floor Slab

本文在经典弹性薄板理论的基础上，通过拟板法将双向空心板等效为正交各向异性的实心板，建立无梁空心楼板的平衡方程。

Based on elastic theory , in this paper cast-in-situ RC hollow flat slab is converted to orthotropic plates by the pseudo-plates theory and the equilibrium equation is built .

分析了现浇无梁空心楼板与传统结构模式的区别，论述了现浇无梁空心楼板的技术特点，介绍了该技术的施工关键环节，指出该技术的推广应用前景是十分广阔的。

It analyzes difference of cast-in-place beamless hollow floor and traditional structure , technical features of cast-in-place beamless hollow floor are discussed , introduces key link of construction , points out its foreground is extensive .

本文详细地分析了无梁空心楼板内力分布的影响因素，提出了无梁空心板中间板格在竖向均布荷载作用下的内力分布的计算方法。

The factors which impact moment distribution in the plate are analyzed in detail . The calculation method of moment distribution of RC hollow flat slab in the middle span subjected to vertical uniform loads is present .

试验主要研究无梁空心楼板在竖向均布荷载作用下的内力分布、变形、和极限承载力，以及在水平荷载作用下的抗侧刚度。

The experimental study is focused on the behaviors of RC hollow flat slab , including moment distribution , deformation , and the ultimate load-bearing capacity subjected to vertical uniform loads and lateral stiffness subjected to transversal loads .

但目前对无梁空心楼板的研究仅刚刚起步，尚未建立起一套比较完整的设计计算理论和方法，实际工程中只能借助实心无梁楼盖的设计方法及设计人员的经验。

However , the research is only in a initiate stage , the complete theory of design has not been built , and the current method is only refer to the solid slab design process , or according to experience .

采用预应力混凝土无梁楼盖可以降低楼板厚度，改善结构的受力性能和使用功能，而且能节约材料，降低造价，防止收缩和温度裂缝的产生。

It has been found out that using a prestressed concrete flat slab floor can decrease the thickness of the floor slab , improve forced property and service functions of the structure , and so as to save materials , reduce cost and prevent the cracks of shrinkage and temperature .

首先，本文对无梁空心板进行了1：3比例的现浇钢筋混凝土无梁空心楼板模型的试验研究。

Firstly , experiment on RC hollow flat slab is carried out . The experimental model is 1:3 in scale and has a 3m × 3m span .