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Super-large-area seamless terrace structure and construction method thereof
The invention relates to an ultra-large-area seamless terrace structure and a preparation method thereof, and belongs to the field of terrace structure construction. The super-large-area seamless terrace structure comprises a tamping layer, a cushion layer, an anti-crack composite structure layer and a surface layer which are sequentially arranged from bottom to top, the anti-crack composite structure layer comprises a reinforced concrete (RC) layer, an interface layer and a strain hardening cement-based composite material (ECC) layer, the interface layer is located between the RC layer and the ECC layer, the RC layer is close to the cushion layer, and the ECC layer is far away from the cushion layer. The super-large-area seamless terrace structure is good in bearing capacity and durability, use is not limited, and no obvious crack exists after construction is completed. The construction method of the super-large-area seamless terrace structure is simple in process and low in cost, is not influenced by the performance of concrete, and can be widely applied in practice.
本发明涉及一种超大面积无缝地坪结构及其制备方法,属于地坪结构施工领域。本发明的超大面积无缝地坪结构包括由下至上依次设置的夯实层、垫层、抗裂复合结构层以及面层,抗裂复合结构层包括钢筋混凝土(RC)层、界面层和应变硬化水泥基复合材料(ECC)层,界面层位于RC层和ECC层之间,且RC层靠近垫层,ECC层远离垫层。本发明的超大面积无缝地坪结构承载力和耐久性好、使用不受限,且施工完成后无明显裂缝。本发明的超大面积无缝地坪结构的施工方法工艺简单、成本较低、且不受混凝土自身性能的影响,能够在实际中广泛应用。
Super-large-area seamless terrace structure and construction method thereof
The invention relates to an ultra-large-area seamless terrace structure and a preparation method thereof, and belongs to the field of terrace structure construction. The super-large-area seamless terrace structure comprises a tamping layer, a cushion layer, an anti-crack composite structure layer and a surface layer which are sequentially arranged from bottom to top, the anti-crack composite structure layer comprises a reinforced concrete (RC) layer, an interface layer and a strain hardening cement-based composite material (ECC) layer, the interface layer is located between the RC layer and the ECC layer, the RC layer is close to the cushion layer, and the ECC layer is far away from the cushion layer. The super-large-area seamless terrace structure is good in bearing capacity and durability, use is not limited, and no obvious crack exists after construction is completed. The construction method of the super-large-area seamless terrace structure is simple in process and low in cost, is not influenced by the performance of concrete, and can be widely applied in practice.
本发明涉及一种超大面积无缝地坪结构及其制备方法,属于地坪结构施工领域。本发明的超大面积无缝地坪结构包括由下至上依次设置的夯实层、垫层、抗裂复合结构层以及面层,抗裂复合结构层包括钢筋混凝土(RC)层、界面层和应变硬化水泥基复合材料(ECC)层,界面层位于RC层和ECC层之间,且RC层靠近垫层,ECC层远离垫层。本发明的超大面积无缝地坪结构承载力和耐久性好、使用不受限,且施工完成后无明显裂缝。本发明的超大面积无缝地坪结构的施工方法工艺简单、成本较低、且不受混凝土自身性能的影响,能够在实际中广泛应用。
Super-large-area seamless terrace structure and construction method thereof
一种超大面积无缝地坪结构及其施工方法
TANG LIANG (Autor:in) / WANG QINGXUAN (Autor:in) / HUANG GANG (Autor:in) / ZHANG FASHENG (Autor:in) / ZHANG XIAOQI (Autor:in) / LI GUOYOU (Autor:in) / HUO LIANG (Autor:in) / ZHANG WENJIE (Autor:in)
28.05.2024
Patent
Elektronische Ressource
Chinesisch
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