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Ground subsidence anti-cracking structure and construction method thereof
The invention relates to the technical field of building construction, and discloses a ground subsidence anti-cracking structure and a construction method thereof.The ground subsidence anti-cracking structure comprises a base layer ground, a filler layer is arranged at the top of the base layer ground, and a supporting assembly is jointly arranged between the interior of the filler layer and the interior of the base layer ground; mounting grooves are formed in the left side and the right side of the interior of the base layer ground correspondingly, and the bottoms of the supporting assemblies are inserted into the mounting grooves and fixedly connected with the mounting grooves. When the structure is used, the supporting effect of the filler layer and the base layer ground on the concrete consolidation layer is enhanced through the supporting assembly, the concrete consolidation layer is firmer, meanwhile, in the process that the load of the concrete consolidation layer is transmitted downwards, the load can be effectively weakened through structural joints in the concrete slab layer and soil retaining plates in the supporting assembly, and therefore the structure is more stable. And the bearing capacity of the supporting columns in the supporting assembly is reduced, so that the whole ground can be uniformly settled, and the large-area cracking phenomenon of the ground is prevented.
本发明涉及建筑施工技术领域,且公开了一种地面下沉防开裂结构及其施工方法,一种地面下沉防开裂结构,包括基层地面,所述基层地面顶部设置有填料层,所述填料层内部与所述基层地面内部之间共同设置有支撑组件,所述基层地面内部左右两侧均开设有安装槽,且所述支撑组件的底部插接在所述安装槽内部,并与所述安装槽固定连接;该结构在使用时通过支撑组件增加填料层与基层地面对混凝土固结层的支撑作用,且使得混凝土固结层更加牢固,同时混凝土固结层的载荷向下传送的过程中,混凝土板层中的结构缝与支撑组件中的挡土板能够有效削弱载荷,减少支撑组件中的支撑柱的承受力,从而使得整个地面能够均匀沉降,防止地面出现大面积的开裂现象。
Ground subsidence anti-cracking structure and construction method thereof
The invention relates to the technical field of building construction, and discloses a ground subsidence anti-cracking structure and a construction method thereof.The ground subsidence anti-cracking structure comprises a base layer ground, a filler layer is arranged at the top of the base layer ground, and a supporting assembly is jointly arranged between the interior of the filler layer and the interior of the base layer ground; mounting grooves are formed in the left side and the right side of the interior of the base layer ground correspondingly, and the bottoms of the supporting assemblies are inserted into the mounting grooves and fixedly connected with the mounting grooves. When the structure is used, the supporting effect of the filler layer and the base layer ground on the concrete consolidation layer is enhanced through the supporting assembly, the concrete consolidation layer is firmer, meanwhile, in the process that the load of the concrete consolidation layer is transmitted downwards, the load can be effectively weakened through structural joints in the concrete slab layer and soil retaining plates in the supporting assembly, and therefore the structure is more stable. And the bearing capacity of the supporting columns in the supporting assembly is reduced, so that the whole ground can be uniformly settled, and the large-area cracking phenomenon of the ground is prevented.
本发明涉及建筑施工技术领域,且公开了一种地面下沉防开裂结构及其施工方法,一种地面下沉防开裂结构,包括基层地面,所述基层地面顶部设置有填料层,所述填料层内部与所述基层地面内部之间共同设置有支撑组件,所述基层地面内部左右两侧均开设有安装槽,且所述支撑组件的底部插接在所述安装槽内部,并与所述安装槽固定连接;该结构在使用时通过支撑组件增加填料层与基层地面对混凝土固结层的支撑作用,且使得混凝土固结层更加牢固,同时混凝土固结层的载荷向下传送的过程中,混凝土板层中的结构缝与支撑组件中的挡土板能够有效削弱载荷,减少支撑组件中的支撑柱的承受力,从而使得整个地面能够均匀沉降,防止地面出现大面积的开裂现象。
Ground subsidence anti-cracking structure and construction method thereof
一种地面下沉防开裂结构及其施工方法
DENG XUAN (author) / FENG BO (author) / ZHAO CHANG (author) / XIAO ZHINING (author) / JIAN ZEDONG (author)
2023-12-12
Patent
Electronic Resource
Chinese
IPC:
E02D
FOUNDATIONS
,
Gründungen
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