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Junction manner and junction structure null of precast reinforced concrete earthquake-proof

机译:预制钢筋混凝土抗震节点的连接方式及节点结构无效

摘要

PROBLEM TO BE SOLVED: To provide a joining method and a joining part of a precast reinforced concrete wall capable of attaining rationalization and labor reduction of execution work without arranging a joining part form, capable of reducing quantity of building scrap material and capable of improving quality. ;SOLUTION: A joint bar 16a is housed in a groove part 14a by using a precast reinforced concrete column member 1a provided with the joint bar 16a projecting in the horizontal direction, a precast reinforced concrete aseismatic wall 2 for forming the groove part 14a in a vertical directional end part 3a, concrete or grout 11, and a space for adjacently forming the precast reinforced concrete column member 1a and the precast reinforced concrete aseismatic wall 2 is embedded with the concrete or the grout 11.;COPYRIGHT: (C)2001,JPO
机译:解决的问题:提供一种能够在不布置接合部形式的情况下实现合理化和减少执行工作的人工的预制钢筋混凝土墙的接合方法和接合部,能够减少建筑废料的数量并能够提高质量。 ;解决方案:通过使用预制钢筋混凝土柱构件1a,将钢筋16a容纳在凹槽部分14a中,该构件具有在水平方向上突出的接合钢筋16a,以及用于在混凝土构件中形成凹槽部分14a的预制钢筋混凝土抗震墙2。水泥或灌浆11埋入垂直方向端部3a,混凝土或灌浆11,以及用于相邻地形成预制钢筋混凝土柱构件1a和预制钢筋混凝土抗震墙2的空间;版权:(C)2001,日本特许厅

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