Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Engineering building pile construction method
The invention relates to the technical field of underground structure engineering, and discloses an engineering building pile construction method. The problems that as for an underground structure engineering foundation slab on the current market and a construction and use method of the underground structure engineering foundation slab, the pressure bearing effect is poor, the slab is prone to local cracking, the service life and stability of the slab are affected, and the periphery of the slab lacks protective measures, the condition of edge collapse is prone to occurring, normal use of the whole slab is affected, laid objects at the bottom of the slab are different in horizontal height, and the slab is uneven in pressuring bearing capacity and consequently prone to damage are solved. A manual hole digging pile is included, a lime layer is laid at one end of the manual hole digging pile, and a waterproof layer is laid and mounted on the lime layer. The engineering building pile construction method has the advantages that the pressure bearing effect is good, local cracking caused by the large pressure is avoided, the service life is long, stability is good, the periphery of the slab can be protected well, edge collapse is not prone to being generated, the slab is used stably, the laid objects are the same in horizontal height, and the slab is even in pressure bearing and not prone to damage.
本发明涉及地下结构工程技术领域，且公开了一种工程建筑桩施工方法，解决了目前市场上的地下结构工程基础底板及其施工使用方法承压效果差，底板容易产生局部开裂的状况，影响底板的使用寿命与稳固性、底板周边缺乏防护措施，容易出现边缘塌陷的状况，影响整个底板的正常使用、底板底部铺设物水平高度不一，底板受压能力不均匀，易损坏的问题，其包括人工挖孔桩，人工挖孔桩的一端铺设有石灰层，石灰层的铺设安装有防水层；本发明，具有较好的承压效果，不会因较大压力产生局部开裂，使用寿命长，稳固性好、可对底板周边进行较好的防护，不易产生边缘塌陷，底板使用稳定、铺设物水平高度相同，底板受压均匀，不易损坏的优点。
Engineering building pile construction method
The invention relates to the technical field of underground structure engineering, and discloses an engineering building pile construction method. The problems that as for an underground structure engineering foundation slab on the current market and a construction and use method of the underground structure engineering foundation slab, the pressure bearing effect is poor, the slab is prone to local cracking, the service life and stability of the slab are affected, and the periphery of the slab lacks protective measures, the condition of edge collapse is prone to occurring, normal use of the whole slab is affected, laid objects at the bottom of the slab are different in horizontal height, and the slab is uneven in pressuring bearing capacity and consequently prone to damage are solved. A manual hole digging pile is included, a lime layer is laid at one end of the manual hole digging pile, and a waterproof layer is laid and mounted on the lime layer. The engineering building pile construction method has the advantages that the pressure bearing effect is good, local cracking caused by the large pressure is avoided, the service life is long, stability is good, the periphery of the slab can be protected well, edge collapse is not prone to being generated, the slab is used stably, the laid objects are the same in horizontal height, and the slab is even in pressure bearing and not prone to damage.
本发明涉及地下结构工程技术领域，且公开了一种工程建筑桩施工方法，解决了目前市场上的地下结构工程基础底板及其施工使用方法承压效果差，底板容易产生局部开裂的状况，影响底板的使用寿命与稳固性、底板周边缺乏防护措施，容易出现边缘塌陷的状况，影响整个底板的正常使用、底板底部铺设物水平高度不一，底板受压能力不均匀，易损坏的问题，其包括人工挖孔桩，人工挖孔桩的一端铺设有石灰层，石灰层的铺设安装有防水层；本发明，具有较好的承压效果，不会因较大压力产生局部开裂，使用寿命长，稳固性好、可对底板周边进行较好的防护，不易产生边缘塌陷，底板使用稳定、铺设物水平高度相同，底板受压均匀，不易损坏的优点。
Engineering building pile construction method
一种工程建筑桩施工方法
ZHANG HANDAN (Autor:in)
29.12.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
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