http://rdf.ncbi.nlm.nih.gov/pubchem/patent/EP-0242101-A2
Outgoing Links
Predicate | Object |
---|---|
assignee | http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_7b55390bf0cf517074daeee6f5621369 |
classificationCPCInventive | http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E01C11-10 http://rdf.ncbi.nlm.nih.gov/pubchem/patentcpc/E01D19-06 |
classificationIPCInventive | http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E01C11-10 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E01D19-06 |
filingDate | 1987-04-06-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
inventor | http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_a3d8504e0a0066ca16c59cfb109ba114 |
publicationDate | 1987-10-21-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
publicationNumber | EP-0242101-A2 |
titleOfInvention | Expansion joint for use in a roadway |
abstract | The present invention relates to an expansion joint for use in a roadway having concrete sections (29, 31) and a slot (33) therebetween. The joint includes a preformed longitudinal sealing element (47) which is formed of a resilient material and installed within the slot (33). An initially flowable adhesive material (49) is applied between the sealing element (47) and opposing side surfaces (41, 45) of the slot (33) between adjacent concrete sections (29, 31) to make the joint. The ratio of the modulus of elasticity of the set adhesive (49) to that of the sealing element (47) is at least 2:1, so that forces exerted upon the joint by expansion and contraction of the concrete sections (29, 31) result in movement of the central sealing element (47), rather than exerting strain upon the bond of the adhesive (49) with the concrete roadway sections (29, 31). |
isCitedBy | http://rdf.ncbi.nlm.nih.gov/pubchem/patent/EP-2757195-A1 http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-107034759-A http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-107022938-A |
priorityDate | 1986-04-07-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
type | http://data.epo.org/linked-data/def/patent/Publication |
Incoming Links
Total number of triples: 23.