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Single-side structural wall self-pulling formwork supporting device and construction method
The invention discloses a single-side structural wall self-tying formwork supporting device and a construction method, the single-side structural wall self-tying formwork supporting device comprises structural self-owned steel bars, round steel fixedly connected with the structural self-owned steel bars, a plurality of steel pull rods fixedly connected with the round steel, and a plastic formwork connected with the steel pull rods, secondary edge square timbers are arranged on the plastic formworks, and main edge steel pipes are arranged on the secondary edge square timbers; according to the single-side structural wall self-pulling formwork supporting device and the construction method, the problems that in the prior art, due to the fact that underground engineering structure side walls are too high, formworks are reinforced in an external supporting mode that full framing is erected in a large area and inclined rods are fixed through ground anchors, and even part of structural walls are modeled to be arc-shaped base planes; the problems of low efficiency and high difficulty due to the fact that external supporting opposite-jacking reinforcement is more difficult to implement when a bracket is erected, investment can be increased even if reinforcement is finished according to requirements, and the cycle time of each working procedure is prolonged are solved.
本发明公开了一种单侧结构墙自拉结模板支护装置及施工方法,包括结构自有钢筋,圆钢,该圆钢与结构自有钢筋固定连接,多个钢拉杆,多个该钢拉杆与圆钢固定连接,以及塑料模板,该塑料模板与钢拉杆连接,所述塑料模板上设置有次楞方木,所述次楞方木上设置有主楞钢管;该单侧结构墙自拉结模板支护装置及施工方法,解决了现有技术中地下工程结构侧墙高度过高采用大面积搭设满堂支架对顶和地锚固定斜杆的外部支撑形式加固模板,甚至部分结构墙造型为弧形基面,为搭设支架进行外部支撑对顶加固导致更加难以实施,即便按要求加固完毕也会增加投入,增加每道工序循环时间,带来功效低、难度大的问题。
Single-side structural wall self-pulling formwork supporting device and construction method
The invention discloses a single-side structural wall self-tying formwork supporting device and a construction method, the single-side structural wall self-tying formwork supporting device comprises structural self-owned steel bars, round steel fixedly connected with the structural self-owned steel bars, a plurality of steel pull rods fixedly connected with the round steel, and a plastic formwork connected with the steel pull rods, secondary edge square timbers are arranged on the plastic formworks, and main edge steel pipes are arranged on the secondary edge square timbers; according to the single-side structural wall self-pulling formwork supporting device and the construction method, the problems that in the prior art, due to the fact that underground engineering structure side walls are too high, formworks are reinforced in an external supporting mode that full framing is erected in a large area and inclined rods are fixed through ground anchors, and even part of structural walls are modeled to be arc-shaped base planes; the problems of low efficiency and high difficulty due to the fact that external supporting opposite-jacking reinforcement is more difficult to implement when a bracket is erected, investment can be increased even if reinforcement is finished according to requirements, and the cycle time of each working procedure is prolonged are solved.
本发明公开了一种单侧结构墙自拉结模板支护装置及施工方法,包括结构自有钢筋,圆钢,该圆钢与结构自有钢筋固定连接,多个钢拉杆,多个该钢拉杆与圆钢固定连接,以及塑料模板,该塑料模板与钢拉杆连接,所述塑料模板上设置有次楞方木,所述次楞方木上设置有主楞钢管;该单侧结构墙自拉结模板支护装置及施工方法,解决了现有技术中地下工程结构侧墙高度过高采用大面积搭设满堂支架对顶和地锚固定斜杆的外部支撑形式加固模板,甚至部分结构墙造型为弧形基面,为搭设支架进行外部支撑对顶加固导致更加难以实施,即便按要求加固完毕也会增加投入,增加每道工序循环时间,带来功效低、难度大的问题。
Single-side structural wall self-pulling formwork supporting device and construction method
一种单侧结构墙自拉结模板支护装置及施工方法
HU PEIJIE (author) / WANG HUI (author) / MAO SHUO (author) / SHEN YOUWEN (author) / CHEN ZHICONG (author) / WU JIANGBI (author) / ZHANG XIN (author) / YAO SHUANG (author) / ZHOU KAI (author)
2024-07-02
Patent
Electronic Resource
Chinese
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