A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Die and method for binding pier column steel bars
The invention discloses a die and method for binding pier column steel bars, the die comprises a plurality of pairs of channel steel stand columns, and a plurality of mutually symmetrical short steel bars A are welded on webs of each pair of channel steel stand columns at equal intervals, the method comprises the following steps: step 1, placing main bars on the upper layer of a pier column steel bar framework on an upper steel pipe C; the main reinforcements on the two sides of the reinforcement framework are placed on the short reinforcements A; main reinforcements on the lower layer of the pier column steel reinforcement framework are placed on the steel reinforcements C, and then stirrups forming the steel reinforcement framework are bound; 2, hoisting away the reinforcement cage by using a steel wire rope of a hoisting tool, wherein the hoisting point is at the joint of the steel pipe C and a main reinforcement on the upper layer of the pier column reinforcement cage; according to the mold for the pier column steel bar framework, the distance between main steel bars can be controlled when pier column steel bars are bound, the distance error meets the standard requirement, the thickness of a protection layer of the steel bars is ensured, meanwhile, binding is convenient, construction is convenient, labor is saved, the construction cost is reduced, and the engineering quality is ensured.
本发明公开了一种墩柱钢筋绑扎用的模具以及方法，包括槽钢立柱，所述槽钢立柱设置有多对，且每对槽钢立柱的腹板上等距离焊接有多个相互对称的短钢筋A，步骤一：墩柱钢筋骨架上层的主筋搁置在上钢管C，钢筋骨架的两侧的主筋搁置短钢筋短钢筋A上；墩柱钢筋骨架的下层主筋搁置在钢筋C上，然后将组成钢筋骨架的箍筋进行绑扎；步骤二：用起重工具的钢丝绳把钢筋骨架吊走，吊点在钢管C与墩柱钢筋骨架上层的主筋交接处；本发明设计的墩柱钢筋骨架用模具，能够在墩柱钢筋绑扎时控制钢筋主筋之间的间距，间距误差满足规范要求，并确保钢筋的保护层厚度，同时绑扎方便，便于施工，节约人工，降低施工成本，保证工程质量。
Die and method for binding pier column steel bars
The invention discloses a die and method for binding pier column steel bars, the die comprises a plurality of pairs of channel steel stand columns, and a plurality of mutually symmetrical short steel bars A are welded on webs of each pair of channel steel stand columns at equal intervals, the method comprises the following steps: step 1, placing main bars on the upper layer of a pier column steel bar framework on an upper steel pipe C; the main reinforcements on the two sides of the reinforcement framework are placed on the short reinforcements A; main reinforcements on the lower layer of the pier column steel reinforcement framework are placed on the steel reinforcements C, and then stirrups forming the steel reinforcement framework are bound; 2, hoisting away the reinforcement cage by using a steel wire rope of a hoisting tool, wherein the hoisting point is at the joint of the steel pipe C and a main reinforcement on the upper layer of the pier column reinforcement cage; according to the mold for the pier column steel bar framework, the distance between main steel bars can be controlled when pier column steel bars are bound, the distance error meets the standard requirement, the thickness of a protection layer of the steel bars is ensured, meanwhile, binding is convenient, construction is convenient, labor is saved, the construction cost is reduced, and the engineering quality is ensured.
本发明公开了一种墩柱钢筋绑扎用的模具以及方法，包括槽钢立柱，所述槽钢立柱设置有多对，且每对槽钢立柱的腹板上等距离焊接有多个相互对称的短钢筋A，步骤一：墩柱钢筋骨架上层的主筋搁置在上钢管C，钢筋骨架的两侧的主筋搁置短钢筋短钢筋A上；墩柱钢筋骨架的下层主筋搁置在钢筋C上，然后将组成钢筋骨架的箍筋进行绑扎；步骤二：用起重工具的钢丝绳把钢筋骨架吊走，吊点在钢管C与墩柱钢筋骨架上层的主筋交接处；本发明设计的墩柱钢筋骨架用模具，能够在墩柱钢筋绑扎时控制钢筋主筋之间的间距，间距误差满足规范要求，并确保钢筋的保护层厚度，同时绑扎方便，便于施工，节约人工，降低施工成本，保证工程质量。
Die and method for binding pier column steel bars
一种墩柱钢筋绑扎用的模具以及方法
ZHUANG GUOQIANG (author) / ZHENG YAQIN (author) / HE YI (author) / ZHANG BO (author) / HU ZHENMIN (author) / XUE JUNQI (author) / PAN XIAOWEI (author)
2024-10-22
Patent
Electronic Resource
Chinese
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