整个结构被“罩入”一个由新型混凝土材料制成的巨型网格中，同时也体现了内外植物墙和水池特色。
The structure as a whole is "wrapped into" a huge wire mesh that is made of a new type concrete material, while featuring the plant walls, and water pools internal and external.
灰泥标记的砖墙和混凝土天花板横梁被保留下来，同时原始的木地板、拱门和门框也修复了，虽然仍有剥落的油漆。
Brick walls with plaster marks and concrete ceiling beams are left exposed, while original wooden floorboards, archways and door frames are restored, although still featuring peeling paintwork.
同时地板也用混凝土模板制作，用混凝土建成核心的墙面和橱柜铺设了桦木胶合板。
While the floors are also made from board-marked concrete, the walls and cabinetry built into the concrete core are made from birch plywood.
抛光的混凝土地板产生了粗野主义的效果，同时也能适应住宅室内/室外的用途，松木板的墙面为室内带来一份暖意。
A polished concrete floor with exposed aggregate provides a robust surface to handle the indoor/outdoor use of the house and the walls of pinewood sheets lends warmth to the interior.
它的混凝土结构，锌镀钢铁框架和木质外表突显现代美感，同时也成为城市基础设施的重要部分。
With its concrete structure, galvanised steel framework and timber cladding, the car park takes the form of a contemporary yet highly restrained urban infrastructure.
碳化减少碳化区和未碳化区孔径和孔隙率的同时也影响混凝土质量、强度和碱度等其它性能。
Carbonation reduces the pore size distribution and porosity of carbonated and non-carbonated part, and affects the concrete weight, strength, alkalinity et al.
如果干燥过快则会出现表面裂缝，这将有损于混凝土的强度，同时也会影响到水泥水化作用的充分进行。
This would result in reduction of concrete strength due to cracking as well as the failure to attain full chemical hydration.
混凝土将游客的视线引到户外，同时也承担着家具中性背景墙的作用。
The concrete guides the visitors views towards the outside, and also forms a neutral background for the furniture.
系统地对沥青混凝土路面四种常见裂缝产生的原因进行了分析，同时也提出了相应的预防与治理措施。
This paper analyzes causes of four familiar cracks of asphaltum concrete pavement, and brings forward relevant prevention and maintenance method.
混凝土需要加入大量的掺和物来降低混凝土的成本，同时也改善了混凝土的性能。
To reduce the cost and improve concrete performance, massive admixtures were needed to be added to the concrete.
同时也针对工程的实际问题对混凝土桥梁结构裂缝的修补提出可实施的解决方案，并分析了各种方案的特点及适用条件。
Also in the practical problems in engineering of repair cracks in concrete bridge structure to implement solutions, and analyzed the characteristics and the various solutions suitable conditions.
预埋管混凝土裂缝灌浆修补技术，是混凝土裂缝修补技术中的一种新尝试，同时也为新型自愈合仿生混凝土材料的研究和开发作前期准备。
Repairing concrete crack through embedded pipe is a new attempt in the field of structure repairing and a preparation for a kind of intelligent concrete with self-healing capability.
同时，大体积混凝土工程中因早期裂缝引起的结构失效和耐久性问题等也日益突出。
But this also leads to some problems, such as structure and durability failure in massive concrete structures, which were caused by the crack at early ages.
纤维增强混凝土是一种多相材料，其力学性能不仅取决于各组分材料的性能，同时也取决于材料的细观结构特性。
Fiber reinforced concrete is a kind of heterogeneous material, which mechanical properties not only rest with the performance of component material, but micro-structure characteristic of material.
水泥混凝土路面面层与贫混凝土基层界面的接触状况，不仅直接影响到路面的接缝间距，同时也对路面的荷载应力有较大影响。
The contact condition between PCC surface layer and poor cement concrete base course directly influences the space between joints and the loading stresses in the pavement.
由于该自密实混凝土优异的新拌工作性，因而降低了施工噪音，提高了施工效率和浇注质量，同时，也使得混凝土具有良好的强度和耐久性。
Due to its extraordinary workability, the casting noise was lowered, the casting efficiency, ability and quality were enhanced, and concrete strength and durability were enhanced also.
并结合C80级高强混凝土的施工实际，验证高强混凝土强度存在波动性的同时也符合正态分布规律。
And it is proved that high-strength not fluctuated, but also follow the law of normal distribution through practical applications C80 high-strength concrete.
当废石粉掺量由10%增加至20%时，混凝土的工作性能均会得到提高，同时混凝土的早期强度也逐渐升高，但混凝土后期强度却会降低。
When the stone waste powder content raise from 10% to 20%, the workability of the concrete was improved, the early strength of concrete was gradually increased and the later strength was reduced.
本文为进一步研究碳纤维布对钢筋混凝土T梁桥加固及数值分析方法研究奠定了理论基础，同时也为桥梁加固实践提供了设计计算与试验依据。
This paper has set a foundation for bridge strengthening with CFRP laminates and numerical analysis in future and provides reference for design and examination in bridge strengthening practice.
本文为进一步研究碳纤维布对钢筋混凝土T梁桥加固及数值分析方法研究奠定了理论基础，同时也为桥梁加固实践提供了设计计算与试验依据。
This paper has set a foundation for bridge strengthening with CFRP laminates and numerical analysis in future and provides reference for design and examination in bridge strengthening practice.
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