http://rdf.ncbi.nlm.nih.gov/pubchem/patent/JP-H0742169-A
Outgoing Links
| Predicate | Object |
|---|---|
| assignee | http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_f2a7873327926094a5cf6661d08a232c http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_3f5ba4fa120f6f5f8cf252a8ff92a5ad |
| classificationIPCInventive | http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02D27-30 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02D5-04 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02D27-28 http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02D27-32 |
| filingDate | 1993-08-03-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| inventor | http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_03aee82e86b9c980d123a0b004b40b81 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_0f7a3e98bb0872689f662731421f0ee2 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_f95e97ed17c17ffaa4a8f4681d4e55d2 http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_f1989bc8210ab87dcf1d443726a6143d http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_007034d223faba36be4f1828757842ec http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_d2212bb5e665d79e12e59f4553d48e54 |
| publicationDate | 1995-02-10-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| publicationNumber | JP-H0742169-A |
| titleOfInvention | Lifting pressure resistance construction method for bottom concrete in steel well |
| abstract | (57) [Summary] [Purpose] To provide a method for constructing a bottom concrete such as a steel pipe sheet pile foundation that can reliably control pressured groundwater and keep the construction cost low. [Structure] After a steel pipe well 2 is formed by a large number of steel pipe sheet piles 1 and the soil inside is excavated underwater, a fixing steel material 5 having a reinforcing bar 53 protruding from the bottom of a long steel plate is placed between adjacent steel pipe sheet piles 1. While being fixed, underwater concrete is poured into the bottom to form the bottom concrete 7, and the reinforcing bars 53 are arranged in the bottom concrete 7. After that, the steel pipe sheet pile 1 and the fixed steel material 5 are welded and fixed from above while gradually discharging the water in the steel pipe well 2. For example, when the installation depth of the foundation is 18 m, the thickness of the bottom concrete 7 is set to about 3.5 m to resist the bending moment caused by the lift of the pressurized ground water, and the interposition between the steel pipe sheet pile 1 and the bottom concrete 7. Steel pipe sheet pile 1 and bottom concrete 7 It resists shearing forces that occur between and. |
| isCitedBy | http://rdf.ncbi.nlm.nih.gov/pubchem/patent/JP-2020169467-A http://rdf.ncbi.nlm.nih.gov/pubchem/patent/US-8946979-B2 |
| priorityDate | 1993-08-03-04:00^^<http://www.w3.org/2001/XMLSchema#date> |
| type | http://data.epo.org/linked-data/def/patent/Publication |
Incoming Links
Total number of triples: 25.