Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Backfill structure based on self-compacting vibration reduction backfill soil and construction method
The invention relates to a backfill structure based on self-compacting vibration reduction backfill soil and a construction method, the backfill structure comprises a first self-compacting vibration reduction backfill soil layer, a second self-compacting vibration reduction backfill soil layer and a vibration isolation layer arranged between the first self-compacting vibration reduction backfill soil layer and the second self-compacting vibration reduction backfill soil layer, the vibration isolation layer comprises hollow bricks and rubber sheets which are arranged alternately. The backfilling structure is good in backfilling effect and has good compressive strength and vibration isolation effect.
本发明涉及一种基于自密实减振回填土的回填结构及施工方法，所述回填结构包括第一自密实减振回填土层和第二自密实减振回填土层，及设置在所述第一自密实减振回填土层和第二自密实减振回填土层之间的隔振层，所述隔振层包括相间设置的空心砖和橡胶片。本发明的回填结构回填效果好，具有较好的抗压强度和隔振效果。
Backfill structure based on self-compacting vibration reduction backfill soil and construction method
The invention relates to a backfill structure based on self-compacting vibration reduction backfill soil and a construction method, the backfill structure comprises a first self-compacting vibration reduction backfill soil layer, a second self-compacting vibration reduction backfill soil layer and a vibration isolation layer arranged between the first self-compacting vibration reduction backfill soil layer and the second self-compacting vibration reduction backfill soil layer, the vibration isolation layer comprises hollow bricks and rubber sheets which are arranged alternately. The backfilling structure is good in backfilling effect and has good compressive strength and vibration isolation effect.
本发明涉及一种基于自密实减振回填土的回填结构及施工方法，所述回填结构包括第一自密实减振回填土层和第二自密实减振回填土层，及设置在所述第一自密实减振回填土层和第二自密实减振回填土层之间的隔振层，所述隔振层包括相间设置的空心砖和橡胶片。本发明的回填结构回填效果好，具有较好的抗压强度和隔振效果。
Backfill structure based on self-compacting vibration reduction backfill soil and construction method
一种基于自密实减振回填土的回填结构和施工方法
WANG WEIJIANG (Autor:in) / WU CONGXIAO (Autor:in) / ZHOU PING (Autor:in) / LUO ZHONGYA (Autor:in) / ZHOU YUN (Autor:in) / LI ZHEN (Autor:in) / CHEN YUJUN (Autor:in) / ZHONG YUNTAO (Autor:in) / ZHONG YINGSI (Autor:in) / MURONG YONGJUN (Autor:in)
11.06.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E02D
FOUNDATIONS
,
Gründungen
Fertilizer groove backfill construction method based on self-compacting backfill soil
| Europäisches Patentamt | 2021
Movable self-compacting backfill soil and fertilizer groove backfill construction machine
| Europäisches Patentamt | 2023
| Europäisches Patentamt | 2024
| Europäisches Patentamt | 2022
Self-compacting solidified loess fertilizer tank backfill material and backfill method
| Europäisches Patentamt | 2021