灌筑

自卸式混凝土装运车混合与灌筑综合装置

Automatic dumping type concrete truck mixing placing train

山区430m上承式钢管混凝土拱桥拱肋混凝土灌筑施工技术

Construction Technology of Arc Rib Concrete Pouring in 430 m Deck Steel Tube Concrete Arch Bridge in Mountain Area

高阳桥钻孔灌筑桩的施工及对一些问题的探讨

Construction and Discussion on Gao Yang Bridge Drilling Packing Pile

预拌灌筑水泥土砂浆桩地基加固技术

Foundation Reinforcement Technology of the Cement-sand-mortar Cast-in-place Pre-Mixed Pile

大体积混凝土一次灌筑成型；

One-batch pouring of mass concrete into its shape ;

灌筑期间桥下列车振动对桥梁混凝土影响的试验研究

Test Study of Influences of Train Vibration Under Bridge upon Bridge Concrete Being Cast

大跨度连续梁悬臂灌筑施工中几个技术问题

How To Tackle Some Technical Problems Arisen In Cantilever Pouring Construction of Large-Span Continuous Girder

哑铃形钢管混凝土拱灌筑顺序分析

Analysis of the Sequence of Concrete Pouring for Dumbbell Shape Steel Tubular Concrete Arch Bridge

本文介绍了高阳桥钻孔灌筑桩的施工以及施工中遇到的问题和解决的方法。

The paper introduces the construction and existed problem of Gao Yang bridge drilling packing pile , methods for solving the problem .

针对高速铁路先简支后连续梁的内模设计、制造及先简支后连续法梁体混凝土灌筑、施工工艺进行探讨。

Discussions were made on deign and fabrication of inner form , and technology for concrete pouring of the simple support and continuous beam .

结合大跨度桥梁悬臂灌筑法施工实践，研究悬灌施工组织和设备配套的基本技术，通过典型案例分析其应用技术，为合理组织悬灌梁施工提供借鉴经验。

Based on the cantilever construction of a large span bridge , the basic techniques of construction organization and the equipments kit for cantilever construction are studied and analyzed .

针对黄河两岸冲淤积地质状况，介绍实际施工的大孔径、厚砂层、长桩的施工工艺，探讨复杂地质状况下大、长桩钻孔，泥浆配制，钢筋笼制作及混凝土灌筑施工技术。

Here we introduce the construction process of big bore , thick sand course , long pile Works specially for the alluvium of Yellow River Sides , discuss long big boring , cement-mortar preparation , steel bar caging , and concrete pouring in the complex geographical condition .

主要介绍了该超宽低悬臂灌筑桥梁施工时采用的菱形挂篮的结构设计特点，以及施工中对称作业问题的解决。

In this paper , the structural design features of diamond-shape form traveler used for the cast-in-situ balanced cantilever construction of the the wide and shallow girders of the Bridge are mainly dealt with , and ways to resolve the problems in the balanced cantilever construction are described as well .

在考虑了不同时间悬灌混凝土梁段徐变变形的条件下，提出了在两种坐标系中悬臂灌筑主梁时各梁段线型调整参数的计算公式。

Taking into consideration of the creep displacement of concrete of the beam segments casted in different times , the calculating formulas of the geometric adjustment parameters of each beam segment in both coordinates during the stage of free cantilever casting construction of girder are proposed .