http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-109723055-A
Outgoing Links
| Predicate | Object |
|---|---|
| assignee | http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_02ead9420961de05847716d86d5b8132 http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_67d79e5f5c266911803c0098cafcdc9e |
| classificationIPCInventive | http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02D5-34 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02D19-00 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02D5-00 |
| filingDate | 2019-01-21-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| inventor | http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_55a96d2be67f0cda471e99954355a36f http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_59ac5f4ce02a5af6508f6450f46f7ce7 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_7c23a94ebf7d8c332349ad78486d71c6 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_0f1f1fa92056ec9d36861624c4b55016 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_971442f39f48d141115924168d9616c5 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_eacf8b2afe2a42894ce8f75b188423f8 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_591fb5e8724de1ada576c5be4daa386f http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_94be0621a4542925b7d8286673892471 |
| publicationDate | 2019-05-07-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| publicationNumber | CN-109723055-A |
| titleOfInvention | A kind of diaphram wall bottom ruggedized construction and its construction method |
| abstract | A kind of diaphram wall bottom ruggedized construction and its construction method, ruggedized construction includes diaphram wall and cast-in-situ bored pile, the downside surface of cast-in-situ bored pile and one row of bottommost of diaphram wall can not the bottom end of injection anchor cable it is concordant, the stake top of cast-in-situ bored pile is connected as one by crown beam, connecting plate bed course and lateral resisting connecting plate are fixedly connected between cast-in-situ bored pile and diaphram wall, lateral resisting connecting plate and the uper side surface of crown beam are fixedly connected with shelving back-pressure concrete block, the lateral section of shelving back-pressure concrete block is right angled triangle, slope is formed slopely draining face from the outside to the core.The present invention uses the equivalent equal design concept to replace by force of diaphram wall bottom stress, and Path of Force Transfer is reasonable, it is ensured that pattern foundation pit supporting structure safety; connecting plate is effectively improved close to diaphram wall corner resistance to capsizing; have the characteristics that construction is simple and efficient and convenient, does not influence surrounding enviroment, cost is relatively low. |
| isCitedBy | http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-110424488-A http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-114592534-A |
| priorityDate | 2019-01-21-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| type | http://data.epo.org/linked-data/def/patent/Publication |
Incoming Links
Total number of triples: 28.