CN104213578B - 输电线路双杆门型杆塔自调基础 - Google Patents
输电线路双杆门型杆塔自调基础 Download PDFInfo
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CN106869198B (zh) * | 2017-01-20 | 2020-01-24 | 榆林华源电力有限责任公司 | 一种利用井字梁加固杆塔基础加固松散土质下陷空区方法 |
CN110029695B (zh) * | 2019-04-22 | 2020-10-30 | 中国矿业大学 | 一种组合式高压输电线杆不均匀沉降的纠偏方法 |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2667042Y (zh) * | 2003-10-24 | 2004-12-29 | 周宝珠 | 滚动式建筑物防震装置 |
CN1737273A (zh) * | 2004-08-20 | 2006-02-22 | 华东建筑设计研究院有限公司 | 一种以基础配重方式来平衡倾斜式主体结构倾覆力的方法 |
KR100777688B1 (ko) * | 2007-07-30 | 2007-11-19 | 대원전기 주식회사 | 오거크레인용 확장형 굴착유니트를 이용한 가공선로용아치형 전주근가 시공법 |
CN102454168A (zh) * | 2010-10-15 | 2012-05-16 | 汤跃超 | 用于输变电工程杆塔的整体连续可调基础 |
CN203613552U (zh) * | 2013-12-06 | 2014-05-28 | 国家电网公司 | 一种梁板结构独立基础 |
CN204080848U (zh) * | 2014-09-12 | 2015-01-07 | 汤跃超 | 输电线路双杆门型杆塔自调基础 |
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Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2667042Y (zh) * | 2003-10-24 | 2004-12-29 | 周宝珠 | 滚动式建筑物防震装置 |
CN1737273A (zh) * | 2004-08-20 | 2006-02-22 | 华东建筑设计研究院有限公司 | 一种以基础配重方式来平衡倾斜式主体结构倾覆力的方法 |
KR100777688B1 (ko) * | 2007-07-30 | 2007-11-19 | 대원전기 주식회사 | 오거크레인용 확장형 굴착유니트를 이용한 가공선로용아치형 전주근가 시공법 |
CN102454168A (zh) * | 2010-10-15 | 2012-05-16 | 汤跃超 | 用于输变电工程杆塔的整体连续可调基础 |
CN203613552U (zh) * | 2013-12-06 | 2014-05-28 | 国家电网公司 | 一种梁板结构独立基础 |
CN204080848U (zh) * | 2014-09-12 | 2015-01-07 | 汤跃超 | 输电线路双杆门型杆塔自调基础 |
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Application publication date: 20141217 Assignee: Beijing Juneng general technology limited liability company Assignor: Tang Yuechao Contract record no.: 2017990000370 Denomination of invention: Self-adjusting foundation of power transmission line double-pole type door-shaped tower Granted publication date: 20160727 License type: Exclusive License Record date: 20170912 |
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Effective date of registration: 20180224 Address after: 100032 unit 3, floor 3, building No. 2, No. 1, tea horse North Street, Beijing, 0339 Patentee after: Beijing Juneng general technology limited liability company Address before: No. 6 building, 100038 Alex Hua Tian Beijing Haidian District City Lotus Pond Road pony Factory 7 Beijing Juneng general technology limited liability company Patentee before: Tang Yuechao |