CONSTRUCTION METHOD FOR FOUNDATION, AND FOUNDATION OF MASONRY STRUCTURE
PROBLEM TO BE SOLVED: To provide a construction method for a foundation of a masonry structure, which has sufficient strength even against big earthquakes, and which can easily cope even with displacement of a vertical reinforcement. SOLUTION: In this construction method for the foundation of a bloc...
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| creator | SAKAGAMI SHINYA SAITO EIZO |
| description | PROBLEM TO BE SOLVED: To provide a construction method for a foundation of a masonry structure, which has sufficient strength even against big earthquakes, and which can easily cope even with displacement of a vertical reinforcement. SOLUTION: In this construction method for the foundation of a block fence, a vertical hole 14 is excavated near a position, wherein the vertical reinforcement 21 is erected, on the foundation, and a steel pipe member 15 is driven into the vertical hole 14 up to a deep position exceeding the excavation depth of the vertical hole 14. When a position to drive the steel pipe member 15 is horizontally displaced from a predetermined erection position, horizontal displacement is adjusted in a state wherein at least a part of the vertical reinforcement 21 is held in the steel pipe member 15. After the adjustment of the displacement, a filler is injected into a space of the steel pipe member 15 in the state wherein the vertical reinforcement 21 is held in the steel pipe member 15. Concrete is placed in a foundation construction section including the inside of the space of the vertical hole 14. COPYRIGHT: (C)2006,JPO&NCIPI |
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SOLUTION: In this construction method for the foundation of a block fence, a vertical hole 14 is excavated near a position, wherein the vertical reinforcement 21 is erected, on the foundation, and a steel pipe member 15 is driven into the vertical hole 14 up to a deep position exceeding the excavation depth of the vertical hole 14. When a position to drive the steel pipe member 15 is horizontally displaced from a predetermined erection position, horizontal displacement is adjusted in a state wherein at least a part of the vertical reinforcement 21 is held in the steel pipe member 15. After the adjustment of the displacement, a filler is injected into a space of the steel pipe member 15 in the state wherein the vertical reinforcement 21 is held in the steel pipe member 15. Concrete is placed in a foundation construction section including the inside of the space of the vertical hole 14. 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SOLUTION: In this construction method for the foundation of a block fence, a vertical hole 14 is excavated near a position, wherein the vertical reinforcement 21 is erected, on the foundation, and a steel pipe member 15 is driven into the vertical hole 14 up to a deep position exceeding the excavation depth of the vertical hole 14. When a position to drive the steel pipe member 15 is horizontally displaced from a predetermined erection position, horizontal displacement is adjusted in a state wherein at least a part of the vertical reinforcement 21 is held in the steel pipe member 15. After the adjustment of the displacement, a filler is injected into a space of the steel pipe member 15 in the state wherein the vertical reinforcement 21 is held in the steel pipe member 15. Concrete is placed in a foundation construction section including the inside of the space of the vertical hole 14. COPYRIGHT: (C)2006,JPO&NCIPI</description><subject>EMBANKMENTS</subject><subject>EXCAVATIONS</subject><subject>FIXED CONSTRUCTIONS</subject><subject>FOUNDATIONS</subject><subject>HYDRAULIC ENGINEERING</subject><subject>SOIL SHIFTING</subject><subject>UNDERGROUND OR UNDERWATER STRUCTURES</subject><fulltext>true</fulltext><rsrctype>patent</rsrctype><creationdate>2005</creationdate><recordtype>patent</recordtype><sourceid>EVB</sourceid><recordid>eNrjZHB39vcLDgkKdQ7x9PdT8HUN8fB3UXDzDwLiUD8XR5CojoKjnwsSX8HfTcHXMdjfLyhSAaI1NMiVh4E1LTGnOJUXSnMzKLm5hjh76KYW5MenFhckJqfmpZbEewUYGRiYGlkaWBgYORoTpQgAZbYtaQ</recordid><startdate>20051020</startdate><enddate>20051020</enddate><creator>SAKAGAMI SHINYA</creator><creator>SAITO EIZO</creator><scope>EVB</scope></search><sort><creationdate>20051020</creationdate><title>CONSTRUCTION METHOD FOR FOUNDATION, AND FOUNDATION OF MASONRY STRUCTURE</title><author>SAKAGAMI SHINYA ; SAITO EIZO</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-epo_espacenet_JP2005290802A3</frbrgroupid><rsrctype>patents</rsrctype><prefilter>patents</prefilter><language>eng</language><creationdate>2005</creationdate><topic>EMBANKMENTS</topic><topic>EXCAVATIONS</topic><topic>FIXED CONSTRUCTIONS</topic><topic>FOUNDATIONS</topic><topic>HYDRAULIC ENGINEERING</topic><topic>SOIL SHIFTING</topic><topic>UNDERGROUND OR UNDERWATER STRUCTURES</topic><toplevel>online_resources</toplevel><creatorcontrib>SAKAGAMI SHINYA</creatorcontrib><creatorcontrib>SAITO EIZO</creatorcontrib><collection>esp@cenet</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>SAKAGAMI SHINYA</au><au>SAITO EIZO</au><format>patent</format><genre>patent</genre><ristype>GEN</ristype><title>CONSTRUCTION METHOD FOR FOUNDATION, AND FOUNDATION OF MASONRY STRUCTURE</title><date>2005-10-20</date><risdate>2005</risdate><abstract>PROBLEM TO BE SOLVED: To provide a construction method for a foundation of a masonry structure, which has sufficient strength even against big earthquakes, and which can easily cope even with displacement of a vertical reinforcement. SOLUTION: In this construction method for the foundation of a block fence, a vertical hole 14 is excavated near a position, wherein the vertical reinforcement 21 is erected, on the foundation, and a steel pipe member 15 is driven into the vertical hole 14 up to a deep position exceeding the excavation depth of the vertical hole 14. When a position to drive the steel pipe member 15 is horizontally displaced from a predetermined erection position, horizontal displacement is adjusted in a state wherein at least a part of the vertical reinforcement 21 is held in the steel pipe member 15. After the adjustment of the displacement, a filler is injected into a space of the steel pipe member 15 in the state wherein the vertical reinforcement 21 is held in the steel pipe member 15. Concrete is placed in a foundation construction section including the inside of the space of the vertical hole 14. COPYRIGHT: (C)2006,JPO&NCIPI</abstract><edition>7</edition><oa>free_for_read</oa></addata></record> |
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| subjects | EMBANKMENTS EXCAVATIONS FIXED CONSTRUCTIONS FOUNDATIONS HYDRAULIC ENGINEERING SOIL SHIFTING UNDERGROUND OR UNDERWATER STRUCTURES |
| title | CONSTRUCTION METHOD FOR FOUNDATION, AND FOUNDATION OF MASONRY STRUCTURE |
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