专利 已申请

HIGH-STRENGTH ROAD FOR WATER RESOTIRCE REGULATION SYSTEM IN RESPONSE TO CLIMATE CHANGE

专利「HIGH-STRENGTH ROAD FOR WATER RESOTIRCE REGULATION SYSTEM IN RESPONSE TO CLIMATE CHANGE」由 CHEN, Jui-Wen 持有,当前状态为已申请,申请号 P/944。LaoBiz 老商通提供老挝知识产权信息检索与企业关联查询。

Patent “HIGH-STRENGTH ROAD FOR WATER RESOTIRCE REGULATION SYSTEM IN RESPONSE TO CLIMATE CHANGE” is held by CHEN, Jui-Wen; status: 已申请. Search Laos IP records on LaoBiz.

申请号 P/944
申请日期 2022-05-09
申请人 CHEN, Jui-Wen
代理机构 CONCETTI-LAO CO., LTD
类别 E03B 3/02 · E03F 5/10

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基础信息

类型
专利
申请号
P/944
状态
已申请
申请人
CHEN, Jui-Wen
代理机构
CONCETTI-LAO CO., LTD
申请日期
2022-05-09
公开/公告日
2026-05-08
国际分类
E03B 3/02 · E03F 5/10
商品 / 服务

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摘要

A high-strength road for a water resource regulation system in response to climate change. An underground structural space (30) is formed by a structural system formwork (31), which is provided with a hollow unit body (30a), by means of grouting and solidiffing concrete grout (302), and the high-strength road is formed by paving a road or a pavement (10) over the underground structural space (30). The hollow unit body (30a) is at least provided with a sffuctural formwork (31) and is formed by means of combining a plurality of side slabs (32). An upper surface of the formwork (31) is provided with a plate (312), which is provided with a through hole (311) and at least one through pipe (33). After the structural system formwork (31) and the side slabs (312) arecombined, the concrete grout (302) is grouted and solidifies to form the underground structural space (30) with a high support strength.

A high-strength road for a water resource regulation system in response to climate change. An underground structural space (30) is formed by a structural system formwork (31), which is provided with a hollow unit body (30a), by means of grouting and solidiffing concrete grout (302), and the high-strength road is formed by paving a road or a pavement (10) over the underground structural space (30). The hollow unit body (30a) is at least provided with a sffuctural formwork (31) and is formed by means of combining a plurality of side slabs (32). An upper surface of the formwork (31) is provided with a plate (312), which is provided with a through hole (311) and at least one through pipe (33). After the structural system formwork (31) and the side slabs (312) arecombined, the concrete grout (302) is grouted and solidifies to form the underground structural space (30) with a high support strength.

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