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REINFORCEMENT STRUCTURE OF REINFORCED CONCRETE STRUCTURE
PROBLEM TO BE SOLVED: To provide a reinforcement structure of a reinforced concrete structure for simultaneously satisfying strength and tenacity.SOLUTION: A reinforcement structure comprises one or two or more of reinforcement rods 201 extending along a reinforced concrete column 20 and a grout material 200 for burying the reinforcement rods 201 by covering whole periphery of the side surface of the reinforced concrete column 20, and the reinforced concrete column 20 extends over two or more of reinforcement object floors partitioned by a concrete slab 24, and a though-hole 203 of filling the grout material is provided in the concrete slab 24 between the reinforcement object floors, and a short size rod 201S and a long size rod 201L are respectively provided as the reinforcement rods 201, and the short size rod 201S is arranged with every reinforcement object floor, and the upper end is inserted into a concrete beam 22, and the lower end is inserted into the concrete slab 24, and the long size rod 201L is inserted into the through-hole 203, and is respectively buried in the grout material 200 in the two or more of reinforcement object floors.SELECTED DRAWING: Figure 5
【課題】 強度と靭性とを同時に満足させる鉄筋コンクリート構造物の補強構造を提供する。【解決手段】 鉄筋コンクリート製柱20に沿って延びる1又は2以上の補強ロッド201と、鉄筋コンクリート製柱20の側面全周を被覆し、補強ロッド201を埋没させるグラウト材200とを備え、鉄筋コンクリート製柱20が、コンクリート製スラブ24によって仕切られた2以上の補強対象階にわたって延び、補強対象階の間のコンクリート製スラブ24にグラウト材が充填された貫通孔203が設けられ、補強ロッド201として、短尺ロッド201S及び長尺ロッド201Lをそれぞれ備え、短尺ロッド201Sは、補強対象階ごとに配置され、上端がコンクリート製梁22内に挿入され、下端がコンクリート製スラブ24内に挿入され、長尺ロッド201Lは、貫通孔203に挿通され、2以上の補強対象階においてグラウト材200中にそれぞれ埋没される。【選択図】 図5
REINFORCEMENT STRUCTURE OF REINFORCED CONCRETE STRUCTURE
PROBLEM TO BE SOLVED: To provide a reinforcement structure of a reinforced concrete structure for simultaneously satisfying strength and tenacity.SOLUTION: A reinforcement structure comprises one or two or more of reinforcement rods 201 extending along a reinforced concrete column 20 and a grout material 200 for burying the reinforcement rods 201 by covering whole periphery of the side surface of the reinforced concrete column 20, and the reinforced concrete column 20 extends over two or more of reinforcement object floors partitioned by a concrete slab 24, and a though-hole 203 of filling the grout material is provided in the concrete slab 24 between the reinforcement object floors, and a short size rod 201S and a long size rod 201L are respectively provided as the reinforcement rods 201, and the short size rod 201S is arranged with every reinforcement object floor, and the upper end is inserted into a concrete beam 22, and the lower end is inserted into the concrete slab 24, and the long size rod 201L is inserted into the through-hole 203, and is respectively buried in the grout material 200 in the two or more of reinforcement object floors.SELECTED DRAWING: Figure 5
【課題】 強度と靭性とを同時に満足させる鉄筋コンクリート構造物の補強構造を提供する。【解決手段】 鉄筋コンクリート製柱20に沿って延びる1又は2以上の補強ロッド201と、鉄筋コンクリート製柱20の側面全周を被覆し、補強ロッド201を埋没させるグラウト材200とを備え、鉄筋コンクリート製柱20が、コンクリート製スラブ24によって仕切られた2以上の補強対象階にわたって延び、補強対象階の間のコンクリート製スラブ24にグラウト材が充填された貫通孔203が設けられ、補強ロッド201として、短尺ロッド201S及び長尺ロッド201Lをそれぞれ備え、短尺ロッド201Sは、補強対象階ごとに配置され、上端がコンクリート製梁22内に挿入され、下端がコンクリート製スラブ24内に挿入され、長尺ロッド201Lは、貫通孔203に挿通され、2以上の補強対象階においてグラウト材200中にそれぞれ埋没される。【選択図】 図5
REINFORCEMENT STRUCTURE OF REINFORCED CONCRETE STRUCTURE
鉄筋コンクリート構造物の補強構造
NAKAI SATOSHI (author) / TOYAMA TAKAYUKI (author) / KOSUGI KAZUMASA (author)
2018-02-22
Patent
Electronic Resource
Japanese
IPC:
E04G
SCAFFOLDING
,
Baugerüste
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