实验研究低收缩混凝土混合比例在浸泡管中全截面造的后造带的实验研究
Bang-Yan Liang1, Wen-Huo Sun1, Chun-Lin Deng2
1The Second Engineering Company of CCCC Fourth Harbor Engineering Co., Ltd., Guangzhou 510230, China.
Materials (Basel, Switzerland)
|July 30, 2025
概括
通过实地和实验室测试,研究了沉浸式道中的混凝土收缩. 最佳的膨胀剂比率和强化有效控制了应变,防止裂和确保结构完整性.
科学领域:
- 土木工程 土木工程是指土木工程.
- 材料科学 材料科学 材料科学
背景情况:
- 沉浸式道是关键的基础设施,需要持久的混凝土段.
- 控制混凝土收缩应变对于防止道裂和确保长期性能至关重要.
研究的目的:
- 为了研究混凝土收缩应变在全截面造沉浸道段的发展.
- 评估各种因素对膨胀剂和强化对收缩控制的影响.
主要方法:
- 对于时间依赖的收缩,对北浸水道段进行实地测试.
- 实验室对 - 复合物膨胀剂的实验,各种强化剂,剂成分,飞灰和固化条件.
主要成果:
- 实地测试显示,最初的扩张随后收缩,达到348m.
- 增强 (20-30MPa应力) 有效地抑制了细分.
- 扩张剂的最佳5:3:2比控制了缩小到80 μm以内的缩小.
- 飞灰含量和固化条件显著影响了膨胀行为.
结论:
- 全截面间隔造技术对于沉浸式道建设是可行的.
- 优化的膨胀剂组成和钢筋有效地减轻了混凝土收缩应变.
- 精确调节收缩是通过仔细的材料选择和工艺控制来实现的,防止裂.
相关概念视频
Shrinkage in Concrete
171
Shrinkage in concrete is primarily due to water loss from evaporation, hydration of cement, or carbonation, leading to a reduction in volume. The volumetric contraction results in volumetric strain in concrete. However, in practice, shrinkage is measured as linear strain, which is one-third of the volumetric strain.
When concrete is still in its plastic state, it can undergo a decrease in volume by about 1% of its absolute volume. This decrease is known as plastic shrinkage. It arises either...
When concrete is still in its plastic state, it can undergo a decrease in volume by about 1% of its absolute volume. This decrease is known as plastic shrinkage. It arises either...
171
Design Example: Managing Concrete Workability
122
This example deals with managing the workability of concrete for a raft foundation project under hot weather conditions. Workability is crucial for ensuring the concrete is easy to place, compact, and finish. In this scenario, a slump test — a common method to measure the workability of fresh concrete — initially indicated low workability. This was attributed to the rapid water loss from the concrete mix, exacerbated by the high temperatures causing the course aggregates to heat up.
122
Drying Shrinkage
156
When hardened concrete is exposed to air with a relative humidity of less than 100 percent, it begins to lose the free water within its capillaries. As this water evaporates, the water initially adsorbed onto the calcium silicate hydrates migrates towards these now empty spaces and eventually evaporates as well. Over time, as more water leaves, the volume of the concrete decreases, a phenomenon known as drying shrinkage.
A portion of this drying shrinkage can be reversed; if the concrete is...
A portion of this drying shrinkage can be reversed; if the concrete is...
156
Mass Concreting
109
Mass concreting refers to the process of placing large volumes of concrete, such as in gravity dams. The heat generated during the cement hydration process and differential cooling rates within the concrete mass can lead to a temperature gradient, which can result in thermal cracks in the concrete mass.
To reduce the risk of such cracking, the concrete mix may incorporate low-heat cement and pozzolans to reduce the temperature rise. Pre-cooled angular aggregates and water-reducing admixtures...
To reduce the risk of such cracking, the concrete mix may incorporate low-heat cement and pozzolans to reduce the temperature rise. Pre-cooled angular aggregates and water-reducing admixtures...
109
Hot Weather Concreting
126
Concreting at elevated temperatures accelerates the hydration process, leading to quicker setting but potentially reducing the long-term strength of the concrete structure. Additionally, low air humidity fosters rapid moisture loss from the concrete, resulting in reduced workability, pronounced plastic shrinkage, and a higher likelihood of crazing.
Mitigating the heat increase in concrete can be economically achieved by shading aggregate stockpiles to prevent heating from solar radiation,...
Mitigating the heat increase in concrete can be economically achieved by shading aggregate stockpiles to prevent heating from solar radiation,...
126
Curing Methods
123
Concrete members with a small surface-to-volume ratio are cured by oiling and moistening the forms before casting the concrete member. These forms can be left in place for a prolonged period to prevent moisture loss, and can be wetted if made of a material suitable for wetting. If the forms are removed early, the concrete member is moistened and covered with polythene sheets to maintain moisture. For large horizontal concrete surfaces exposed to dry weather, a temporary covering is suspended...
123


