HIGH-STRENGTH ROAD FOR WATER RESOTIRCE REGULATION SYSTEM IN RESPONSE TO CLIMATE CHANGE
本页收录老挝专利「HIGH-STRENGTH ROAD FOR WATER RESOTIRCE REGULATION SYSTEM IN RESPONSE TO CLIMATE CHANGE」的公开登记要点，由 CHEN, Jui-Wen 于 2022-05-09 提交申请，当前状态为等待形式审查。关键编号与类型标注为 申请号 P/944 / DIP 编号 LAP944 / 主管局代码 LA / 保护类型 Patent - PCT National Phase。时间线要点：公开/公告日 2026-05-08。国际分类 / IPC 标注为 E03B 3/02、E03F 5/10。发明人 / 设计人包括 CHEN, Jui-Wen。代理机构 / 代理人记载为 CONCETTI-LAO CO., LTD。公开摘要提示：A high-strength road for a water resource regulation system in response to climate change. An underground structural space (30) is formed b…。
P/944
图样
基础信息
- 类型
- 专利
- 申请号
P/944- 状态
- 等待形式审查
- 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
- —
办理流程
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提交申请
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实质审查
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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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