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Bridge pier column steel bar protection layer thickness control construction method
The invention discloses a pier column steel bar protection layer thickness control construction method which comprises an operation table, a shaping mold and a steel bar protection ring, the operation table is arranged at the position, close to the top end, of the outer side of the shaping mold, a plurality of outer frameworks are arranged on the outer side of the shaping mold, a plurality of protection strips are arranged on the outer sides of the outer frameworks, and wire wheels are arranged on the protection strips. A detachable steel bar protection ring is arranged on the inner side of the shaping mold, and a plurality of vertical steel bars are arranged on the steel bar protection ring. The outer framework is arranged on the outer side of the shaping mold, the protective strip is arranged on the outer side of the outer framework, the wire wheel is erected on the outer side of the protective strip through the wheel frame, the steel wire rope is wound on the wire wheel, the fixing cone is arranged at one end of the steel wire rope, the shaping mold can be tightly inserted and fixed to the ground through the fixing cone, and the shaping mold can be conveniently reinforced and installed; an operation table is arranged on the outer side, close to the end, of the shaping mold, and the shaping mold can be conveniently operated through the operation table.
本发明公开了一种桥墩柱钢筋保护层厚度控制施工方法,包括操作台、定型模具和钢筋防护圈,所述定型模具的外侧靠近顶端处设有操作台,所述定型模具的外侧设有多个外骨架,所述外骨架的外侧设有多个防护条,且防护条上设有线轮,所述定型模具的内侧设有可拆卸的钢筋防护圈,所述钢筋防护圈上设有多个立钢筋。该发明的定型模具的外侧设有外骨架,在外骨架的外侧设有防护条,在防护条的外侧通过轮架设有线轮,在线轮上卷收有钢丝绳,在钢丝绳的一端设有固定锥,通过固定锥可以与地面插紧固定,方便对定型模具进行加固安装,在定型模具的外侧靠近端部位置处设有操作台,通过操作台方便对定型模具的操作。
Bridge pier column steel bar protection layer thickness control construction method
The invention discloses a pier column steel bar protection layer thickness control construction method which comprises an operation table, a shaping mold and a steel bar protection ring, the operation table is arranged at the position, close to the top end, of the outer side of the shaping mold, a plurality of outer frameworks are arranged on the outer side of the shaping mold, a plurality of protection strips are arranged on the outer sides of the outer frameworks, and wire wheels are arranged on the protection strips. A detachable steel bar protection ring is arranged on the inner side of the shaping mold, and a plurality of vertical steel bars are arranged on the steel bar protection ring. The outer framework is arranged on the outer side of the shaping mold, the protective strip is arranged on the outer side of the outer framework, the wire wheel is erected on the outer side of the protective strip through the wheel frame, the steel wire rope is wound on the wire wheel, the fixing cone is arranged at one end of the steel wire rope, the shaping mold can be tightly inserted and fixed to the ground through the fixing cone, and the shaping mold can be conveniently reinforced and installed; an operation table is arranged on the outer side, close to the end, of the shaping mold, and the shaping mold can be conveniently operated through the operation table.
本发明公开了一种桥墩柱钢筋保护层厚度控制施工方法,包括操作台、定型模具和钢筋防护圈,所述定型模具的外侧靠近顶端处设有操作台,所述定型模具的外侧设有多个外骨架,所述外骨架的外侧设有多个防护条,且防护条上设有线轮,所述定型模具的内侧设有可拆卸的钢筋防护圈,所述钢筋防护圈上设有多个立钢筋。该发明的定型模具的外侧设有外骨架,在外骨架的外侧设有防护条,在防护条的外侧通过轮架设有线轮,在线轮上卷收有钢丝绳,在钢丝绳的一端设有固定锥,通过固定锥可以与地面插紧固定,方便对定型模具进行加固安装,在定型模具的外侧靠近端部位置处设有操作台,通过操作台方便对定型模具的操作。
Bridge pier column steel bar protection layer thickness control construction method
一种桥墩柱钢筋保护层厚度控制施工方法
LI PENG (Autor:in) / WANG SHUCHAO (Autor:in) / LI YAODONG (Autor:in) / CHEN HU (Autor:in) / YANG XIAOFANG (Autor:in) / MA HAIJIAN (Autor:in) / XU RUILONG (Autor:in) / BU FANYONG (Autor:in) / WANG DONG (Autor:in) / HU TIANXIANG (Autor:in)
17.01.2023
Patent
Elektronische Ressource
Chinesisch
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