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Water gate pier wall end form structure and construction method thereof
The invention provides a water gate pier wall end form structure applied to the technical field of water gate construction. A double-channel steel cross beam (1) of the water gate pier wall end form structure comprises a plurality of cross beam channel steel (16), a pi-shaped connecting plate (9) comprises a pi-shaped connecting plate flange (13) and a pi-shaped connecting plate web (15), and a side form flange (8) is located at the lower portion of the double-channel steel cross beam (1). Deformed steel bars (12) penetrate through the pi-shaped connecting plate flange (13) and the side form flange (8), and nuts (10) are screwed at the positions, located above the pi-shaped connecting plate flange (13), of the deformed steel bars (12) and the positions, located below the side form flange (8), of the deformed steel bars (12) correspondingly. According to the water gate pier wall end form structure and a construction method thereof, the structural rigidity can be effectively improved, a water stop copper sheet can be effectively fixed, the whole structure is simple in stress, stress calculation is easy and convenient, the structure is suitable for pier walls with different thicknesses, all component profiles can be determined according to a pier wall pouring construction scheme, assembly and disassembly are convenient, and repeated circulation use can be achieved.
本发明提供一种应用于水闸施工技术领域的水闸墩墙端模结构,所述的水闸墩墙端模结构的双槽钢横梁(1)包括多个横梁槽钢(16),π型连接板(9)包括π型连接板翼缘(13)、π型连接板腹板(15),侧模法兰(8)位于双槽钢横梁(1)下部,螺纹钢(12)穿过π型连接板翼缘(13)、侧模法兰(8),螺纹钢(12)位于π型连接板翼缘(13)上方位置和位于侧模法兰(8)下方位置分别拧装螺母(10),本发明所述的水闸墩墙端模结构及其施工方法,能够有效提高结构刚度,有效固定止水紫铜片,整体结构受力简单,受力计算简便,适用于不同厚度墩墙,并且能够根据墩墙浇筑施工方案确定各构件型材,安拆方便,能够重复周转使用。
Water gate pier wall end form structure and construction method thereof
The invention provides a water gate pier wall end form structure applied to the technical field of water gate construction. A double-channel steel cross beam (1) of the water gate pier wall end form structure comprises a plurality of cross beam channel steel (16), a pi-shaped connecting plate (9) comprises a pi-shaped connecting plate flange (13) and a pi-shaped connecting plate web (15), and a side form flange (8) is located at the lower portion of the double-channel steel cross beam (1). Deformed steel bars (12) penetrate through the pi-shaped connecting plate flange (13) and the side form flange (8), and nuts (10) are screwed at the positions, located above the pi-shaped connecting plate flange (13), of the deformed steel bars (12) and the positions, located below the side form flange (8), of the deformed steel bars (12) correspondingly. According to the water gate pier wall end form structure and a construction method thereof, the structural rigidity can be effectively improved, a water stop copper sheet can be effectively fixed, the whole structure is simple in stress, stress calculation is easy and convenient, the structure is suitable for pier walls with different thicknesses, all component profiles can be determined according to a pier wall pouring construction scheme, assembly and disassembly are convenient, and repeated circulation use can be achieved.
本发明提供一种应用于水闸施工技术领域的水闸墩墙端模结构,所述的水闸墩墙端模结构的双槽钢横梁(1)包括多个横梁槽钢(16),π型连接板(9)包括π型连接板翼缘(13)、π型连接板腹板(15),侧模法兰(8)位于双槽钢横梁(1)下部,螺纹钢(12)穿过π型连接板翼缘(13)、侧模法兰(8),螺纹钢(12)位于π型连接板翼缘(13)上方位置和位于侧模法兰(8)下方位置分别拧装螺母(10),本发明所述的水闸墩墙端模结构及其施工方法,能够有效提高结构刚度,有效固定止水紫铜片,整体结构受力简单,受力计算简便,适用于不同厚度墩墙,并且能够根据墩墙浇筑施工方案确定各构件型材,安拆方便,能够重复周转使用。
Water gate pier wall end form structure and construction method thereof
一种水闸墩墙端模结构及其施工方法
DENG SANJUN (Autor:in) / CHEN PEISHUAI (Autor:in) / SHI ZHANGRU (Autor:in) / QIN XING (Autor:in) / YANG ZHAO (Autor:in) / LUO HUIWU (Autor:in) / JI FUQUAN (Autor:in) / FANG PEIYUAN (Autor:in) / HUANG WEI (Autor:in) / DENG ZHIQIANG (Autor:in)
17.09.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E02B
HYDRAULIC ENGINEERING
,
Wasserbau
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