Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Bridge engineering large-section bent cap bottom steel bar binding formwork supporting process
The invention, which particularly relates to the field of bridge engineering, discloses a bridge engineering large-section bent cap bottom bar binding formwork supporting process. A formwork assemblyis arranged and comprises a plurality of concrete columns, and a support is arranged between every two concrete columns; a bottom die is arranged at the top of each support, U-shaped adjustable top supports are evenly arranged on the surface of the bottom of each bottom die, and the U-shaped adjustable top supports are fixedly arranged on the surfaces of the tops of the supports. According to theinvention, with the U-shaped adjustable top supports, protective layer cushion blocks and sleeper cushion blocks, the bent cap reinforcement framework is arranged on the surface of the sleeper cushion block in advance; the bent cap steel reinforcement framework is bound with the support; the height of the bottom die is adjusted through the U-shaped adjustable top supports according to the required installation height of the bent cap reinforcement framework, then the sleeper cushion blocks are taken out, reinforcing steel bars are bound and then construction is conducted through the method ofrestoring the height of the bottom die through the U-shaped adjustable top supports, so that the reinforcing steel bars can be conducted easily and rapidly, construction is rapid and convenient, and the overall construction efficiency is improved.
本发明公开了一种桥梁工程大截面盖梁底部绑筋支模工艺，具体涉及桥梁工程领域，包括支模组件，所述支模组件包括混凝土柱，所述混凝土柱数量设置为多个且两个所述混凝土柱之间设有支架，所述支架顶部设有底模，所述底模底部表面均匀设有U型可调顶撑，所述U型可调顶撑固定设置于支架顶部表面。本发明通过设有U型可调顶撑、保护层垫块和枕木垫块，将盖梁钢筋骨架预设放置在枕木垫块表面，并将盖梁钢筋骨架与支架进行绑扎，根据盖梁钢筋骨架需求安装高度由U型可调顶撑对底模高度进行调节，再将枕木垫块取出，先绑扎钢筋然后利用U型可调顶撑恢复底模高度的方法进行施工，能够简单快速的进行绑扎钢筋，施工快速方便，加快整体的施工效率。
Bridge engineering large-section bent cap bottom steel bar binding formwork supporting process
The invention, which particularly relates to the field of bridge engineering, discloses a bridge engineering large-section bent cap bottom bar binding formwork supporting process. A formwork assemblyis arranged and comprises a plurality of concrete columns, and a support is arranged between every two concrete columns; a bottom die is arranged at the top of each support, U-shaped adjustable top supports are evenly arranged on the surface of the bottom of each bottom die, and the U-shaped adjustable top supports are fixedly arranged on the surfaces of the tops of the supports. According to theinvention, with the U-shaped adjustable top supports, protective layer cushion blocks and sleeper cushion blocks, the bent cap reinforcement framework is arranged on the surface of the sleeper cushion block in advance; the bent cap steel reinforcement framework is bound with the support; the height of the bottom die is adjusted through the U-shaped adjustable top supports according to the required installation height of the bent cap reinforcement framework, then the sleeper cushion blocks are taken out, reinforcing steel bars are bound and then construction is conducted through the method ofrestoring the height of the bottom die through the U-shaped adjustable top supports, so that the reinforcing steel bars can be conducted easily and rapidly, construction is rapid and convenient, and the overall construction efficiency is improved.
本发明公开了一种桥梁工程大截面盖梁底部绑筋支模工艺，具体涉及桥梁工程领域，包括支模组件，所述支模组件包括混凝土柱，所述混凝土柱数量设置为多个且两个所述混凝土柱之间设有支架，所述支架顶部设有底模，所述底模底部表面均匀设有U型可调顶撑，所述U型可调顶撑固定设置于支架顶部表面。本发明通过设有U型可调顶撑、保护层垫块和枕木垫块，将盖梁钢筋骨架预设放置在枕木垫块表面，并将盖梁钢筋骨架与支架进行绑扎，根据盖梁钢筋骨架需求安装高度由U型可调顶撑对底模高度进行调节，再将枕木垫块取出，先绑扎钢筋然后利用U型可调顶撑恢复底模高度的方法进行施工，能够简单快速的进行绑扎钢筋，施工快速方便，加快整体的施工效率。
Bridge engineering large-section bent cap bottom steel bar binding formwork supporting process
一种桥梁工程大截面盖梁底部绑筋支模工艺
BAI YANDONG (Autor:in) / LIU JIAJUN (Autor:in) / ZHAO WEIFA (Autor:in) / WEN XIMEI (Autor:in)
12.05.2020
Patent
Elektronische Ressource
Chinesisch
IPC:
E01D
BRIDGES
,
Brücken
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