http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-215715481-U
Outgoing Links
| Predicate | Object |
|---|---|
| assignee | http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_c4138c3a918d1568a345c710fb7ece0c |
| classificationIPCInventive | http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02D5-74 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02D27-42 |
| filingDate | 2021-09-02^^<http://www.w3.org/2001/XMLSchema#date> |
| grantDate | 2022-02-01^^<http://www.w3.org/2001/XMLSchema#date> |
| inventor | http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_56e8c55ec9ad9493756c895de0217949 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_741adbd9849cce3a95a67abe24efc5a6 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_dcdc981a9783db096e2a357bd88bd9ca http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_2fc52ceb4ef6b9b60a36d9bdd5e687d7 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_cc943c539bdc4438d8cd8f2cb5e09b0b http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_8e1a7f83ff7e86f2738ef3111fac21d8 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_3823af5319ea61fb911f6e6add0ad96a http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_2d6a5a1ebc586033dc974453dca1b3d1 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_f111eb39b730240d426200f40dcddcbe http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_3f3d0350e3ccaad93d62278d7d29e5fb |
| publicationDate | 2022-02-01^^<http://www.w3.org/2001/XMLSchema#date> |
| publicationNumber | CN-215715481-U |
| titleOfInvention | Rock anchor rod foundation for reducing water and soil loss of power transmission tower in mountainous area |
| abstract | A rock anchor rod foundation for reducing water and soil loss of a power transmission tower in a mountainous area comprises a foundation bearing platform, wherein the foundation bearing platform consists of a bearing platform main body, and a bearing platform retaining wall and a drain pipe which are arranged on the side edge of the upper surface of the bearing platform main body; the drain pipe is arranged at the root of the retaining wall of the bearing platform and can drain accumulated water on the upper surface body of the bearing platform main body to the outside of the bearing platform main body; the upper surface body of the bearing platform main body is provided with bearing platform upright posts, and the lower surface body of the bearing platform main body is provided with a plurality of foundation anchor rods; the foundation anchor rod is vertically inserted into the slope surface, the bearing platform main body is kept horizontal, the bearing platform upright posts are kept vertical, and the bearing platform retaining walls are positioned on two adjacent side edges of the upper surface of the bearing platform main body at the lower part of the terrain. According to the utility model, by optimizing the rock anchor rod foundation structure, the problem of serious water and soil loss when the rock anchor rod foundation is used in a steep terrain and thick covering layer tower position is solved, the foundation increases the safety of the foundation, and the guarantee is provided for the safe and reliable operation of a power transmission line. |
| priorityDate | 2021-09-02^^<http://www.w3.org/2001/XMLSchema#date> |
| type | http://data.epo.org/linked-data/def/patent/Publication |
Incoming Links
| Predicate | Subject |
|---|---|
| isDiscussedBy | http://rdf.ncbi.nlm.nih.gov/pubchem/substance/SID419512635 http://rdf.ncbi.nlm.nih.gov/pubchem/compound/CID962 |
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