Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Novel construction method of cast-in-place special-shaped beam structure
The invention relates to the technical field of building construction, and discloses a novel construction method of a cast-in-place special-shaped beam structure, which comprises the following steps: step 1, segmenting; a plurality of special-shaped beams are segmented one by one, and a cutting device needs to be used; the cutting device comprises a base and a cutting mechanism, limiting parts are arranged on the two sides of the base in the width direction of the base, each limiting part comprises a fixing shaft fixedly connected with the base and a sliding groove formed in the base, the two sides of each fixing shaft are rotationally connected with limiting blocks, torsional springs are arranged between the limiting blocks and the fixing shafts, and the two limiting blocks are arranged in a V shape. Sliding blocks abutting against the limiting blocks are connected into the sliding grooves in a sliding mode. The cutting device further comprises an adjusting mechanism used for adjusting the distance between the two sliding blocks. Step 2, forming; step 3, laying; step 4, supporting; step 5, fixing; and sixthly, pouring is conducted. According to the scheme, the problem that in an existing construction method, the working efficiency of a segmented treatment mode is low is mainly solved.
本发明涉及建筑施工技术领域，公开了现浇异形梁结构的新型施工方法，包括以下步骤：步骤一，分段；对若干异形梁逐一进行分段处理，需要使用切割装置；切割装置包括底座和切割机构，底座上沿底座的宽度方向两侧均设有限位部，限位部包括与底座固接的固定轴和开设在底座上的滑槽，固定轴的两侧均转动连接有限位块，限位块与固定轴之间设有扭簧，两个限位块呈V字形设置，滑槽内滑动连接有与限位块相抵的滑块，切割装置还包括用于调节两个滑块间距的调节机构；步骤二，成型；步骤三，铺设；步骤四，支撑；步骤五，固定；步骤六，浇筑。本方案主要解决了现有施工方法中分段处理方式工作效率低下的问题。
Novel construction method of cast-in-place special-shaped beam structure
The invention relates to the technical field of building construction, and discloses a novel construction method of a cast-in-place special-shaped beam structure, which comprises the following steps: step 1, segmenting; a plurality of special-shaped beams are segmented one by one, and a cutting device needs to be used; the cutting device comprises a base and a cutting mechanism, limiting parts are arranged on the two sides of the base in the width direction of the base, each limiting part comprises a fixing shaft fixedly connected with the base and a sliding groove formed in the base, the two sides of each fixing shaft are rotationally connected with limiting blocks, torsional springs are arranged between the limiting blocks and the fixing shafts, and the two limiting blocks are arranged in a V shape. Sliding blocks abutting against the limiting blocks are connected into the sliding grooves in a sliding mode. The cutting device further comprises an adjusting mechanism used for adjusting the distance between the two sliding blocks. Step 2, forming; step 3, laying; step 4, supporting; step 5, fixing; and sixthly, pouring is conducted. According to the scheme, the problem that in an existing construction method, the working efficiency of a segmented treatment mode is low is mainly solved.
本发明涉及建筑施工技术领域，公开了现浇异形梁结构的新型施工方法，包括以下步骤：步骤一，分段；对若干异形梁逐一进行分段处理，需要使用切割装置；切割装置包括底座和切割机构，底座上沿底座的宽度方向两侧均设有限位部，限位部包括与底座固接的固定轴和开设在底座上的滑槽，固定轴的两侧均转动连接有限位块，限位块与固定轴之间设有扭簧，两个限位块呈V字形设置，滑槽内滑动连接有与限位块相抵的滑块，切割装置还包括用于调节两个滑块间距的调节机构；步骤二，成型；步骤三，铺设；步骤四，支撑；步骤五，固定；步骤六，浇筑。本方案主要解决了现有施工方法中分段处理方式工作效率低下的问题。
Novel construction method of cast-in-place special-shaped beam structure
现浇异形梁结构的新型施工方法
FENG LILEI (Autor:in) / LYU MEIYANG (Autor:in) / ZHENG CHUNWEI (Autor:in) / HUA WENLE (Autor:in) / LI PENG (Autor:in) / WANG YANFEI (Autor:in) / GONG XIUGANG (Autor:in) / WEI LEI (Autor:in) / LYU CONG (Autor:in)
12.04.2024
Patent
Elektronische Ressource
Chinesisch
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