密肋楼盖

双向密肋楼盖非线性有限元分析

Nonlinear Finite Element Analysis of Two-way Reinforced Concrete Waffle Slab

钢筋混凝土双向密肋楼盖是适用于工业民用建筑较大跨度楼盖的理想结构形式之一。

Reinforced concrete waffle slab is one of perfect structural form applying to industrial and civil constructions of longer span .

塑料模壳适用于混凝土密肋楼盖的模板，对IC厂房无尘车间开孔密肋楼盖可拆式模壳技术进行系统阐述，并探讨施工要点及其控制方法。

Authors expound plastic formwork technology for open waffle slab of clean room in IC workshop systematically , and discuss the key problems in construction and controlling method .

第三章通过有限元软件Ansys分析试验模型，并与同尺寸的平板无梁楼盖有限元模型、密肋楼盖有限元模型、交叉梁有限元模型内力、挠度计算结果进行比较。

In the third chapter , we made finite element analysis on the testing model by the finite element program ansys , and compared the internal force , deflection with the finite element modal of mushroom floor , joist floor and crossing beam system with the same size .

无粘结预应力扁梁密肋楼盖施工阶段测试及分析

Measurement and Analysis of Unbonded Prestressed Concrete Flat Beam-Waffle Slab System

大跨度部分无粘结预应力密肋楼盖结构的应用

Application of unbonded partial prestressed concrete in large-span waffle floor

预应力密肋楼盖施工技术及质量控制

Construction technology and quality control measures of prestressing ribbed floor

钢模壳在无粘结预应力双向密肋楼盖中的应用

Application of Steel Form Shells in the Prestress without Bond Two-way Ribs Floor

末日意识双向密肋楼盖结构体系的应用

The application of two - way ribbed slab floor

密肋楼盖是一种比较经济合理的楼板体系。

The crossed dense ribbed floor system is an economic and rational floor system .

无粘结预应力混凝土密肋楼盖的应用

Application of unbonded prestressed concrete ribbed flat slabs

大柱网双向无粘结预应力密肋楼盖结构的设计与研究

Study on large column grid and waffle slabs of prestressed concrete structure with unbonded tendons

预应力扁梁&密肋楼盖结构的受力分析及应用

Load - Bearing Analysis on Prestressing Flat Beam - Ribbed Floor Structure And Its Application

角点支承钢筋混凝土双向密肋楼盖的挠度计算方法

Calculation Method of Deflection of Reinforced Concrete Waffle Slabs Supported by Corner Columns of Panels

大跨度密肋楼盖施工中的塑料模壳快速脱模工艺

Quick Demoulding Technology of Plastic Mould in Construction of Long - Span and Densely Ribbed Floor

现浇模壳密肋楼盖结合钢管混凝土柱框架结构体系的应用

The application of cast-in-place shutterings CLOSE-RIBBED floor with concrete filled steel tubular column frame construction system

实验结果表明，钢筋混凝土双向密肋楼盖在均布荷载作用下，其极限平衡荷载理论计算值与实际试验结果十分相近。

The result of experiments showed that the two-way ( reinforced ) solid slabs under various loads .

高层异形柱-大开间密肋楼盖结构设计探索

Design of irregularly shaped columns big bay and large span waffle flat plat structure used in the high rise building

密肋楼盖结构楼板薄、梁小，而承载力却较大。

The ribbed slab floors with shallow beams has thin floor and small beams but can provide large bearing capacity .

主要研究的是密肋楼盖体系中的无粘结预应力砼密肋楼盖的优化设计。

The main research of this paper is the optimal design of the unbonded prestressed concrete ribbed flat slabs in the ribbed flat slabs system .

但是，钢筋混凝土双向密肋楼盖受力较为复杂，在不同荷载与不同边界条件下，内力分布各不相同；

But interior force of reinforced concrete waffle slab is difficult to be calculated because the distribution of interior force is complex under different loads and boundary .

本文完成了一块四边固定蜂巢芯楼盖以及一块相同尺寸的四边固定密肋楼盖在短期荷载作用下的试验。

Test of A square honeycombed-core floor with four edges clamed and a square ribbed floor with four edges clamed and with the same dimension have been carried out .

密肋楼盖的薄板结构虽然在理论上可以满足承载的要求，但是对于数量众多各种暗敷线管的施工却造成了一个不小的难题。

The thin slab structure of ribbed slab floors can meet the bearing capacity 's demand in theoretical side , but the construction of much hidden sleeves cause much more difficulties .

简要介绍了双向密肋楼盖的优点、适用范围、受力原理以及基于受力岛理论的有限元分析力学模型。

This paper gives a brief introduction to the advantage , applicable field , mechanical principle of two-way ribbed slab floor and its finite element analysis model based on stress island theory .

浅析GBF蜂巢芯现浇混凝土密肋空心楼盖施工

On construction of hollow-ribbed floor of GBF honeycomb core cast in place concrete

WFB装配式现浇密肋空心楼盖的试验研究

Research on the Experimentation of WFB Assembly Hollow Floor with Cast-in-suit Ribs

并提出了WFB混凝土密肋空心楼盖的两种设计方法以及其挠度的近似计算方法。

Two design methods of the structure and the method of calculating defection were given .

本文研究的WFB装配式现浇密肋空心楼盖是通过不断改进传统空心楼盖而研制的一种由WFB空心箱体与现浇密肋相结合的一种新型的大跨度楼盖。

The WFB assembly hollow slab with cast-in-site ribs is a new kind large span floor structure by improving the traditional hollow slab , it is made up of by two parts : WFB hollow boxes and cast-in-site ribs . WFB hollow box is prefabricated in the factory .

混凝土密肋空心楼盖试验研究

Experimental Research on Hollow - Ribbed Concrete Floor

装配式密肋空心楼盖的研究与应用

Study and Application of the Fabricated Hollow-ribbed Floor