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Underground engineering waterproof board reinforcement method
The invention discloses an underground engineering waterproof plate reinforcement method, and relates to the technical field of waterproof plates. The underground engineering waterproof plate reinforcement method comprises the following steps that models are established for an existing waterproof plate, the main stress control working condition is water buoyancy, force gear design is conducted on the waterproof plate based on a reverse water buoyancy stress mode, multiple water buoyancy load effects are conducted on the two models through finite element analysis and calculation, and the waterproof plate reinforcement effect is achieved. And according to finite element analysis, the length of additional steel bars added in a stress increasing area and an actual construction drawing can be obtained after the full-length steel bars are laid. According to the underground engineering waterproof board reinforcement method, improvement measures are provided aiming at the problems in existing basement waterproof board reinforcement, engineering hidden dangers can be eliminated, compared with an existing national standard radiation reinforcement method, the reinforcement method has the advantages that additional reinforcements on the edge of a thickening area are consistent with the direction of bottom plate stress reinforcements, the effective height h0 is not affected, and the reinforcement effect is good. The reinforcement direction is consistent with a finite element stress calculation result.
本发明公开了一种地下工程防水板配筋方法,涉及防水板技术领域。该地下工程防水板配筋方法包括以下步骤:对现有的防水板进行模型的建立,其主要受力控制工况为水浮力,基于反向水浮力受力模式,并对其进行对力度档位的设计、通过有限元分析计算、对两个模型进行多种水浮力荷载作用,并对其进行应力分析、根据有限元分析,可得在布设完通长钢筋后在应力增大区增设附加钢筋长度和实际施工图。该地下工程防水板配筋方法,本发明针对现有地下室防水板配筋中出现的问题,提出改进措施,能够消除工程隐患,本发明的配筋方法相比现有国标放射筋做法,加厚区边缘附加钢筋与底板受力筋方向一致,不影响有效高度h0,配筋方向与有限元应力计算结果一致。
Underground engineering waterproof board reinforcement method
The invention discloses an underground engineering waterproof plate reinforcement method, and relates to the technical field of waterproof plates. The underground engineering waterproof plate reinforcement method comprises the following steps that models are established for an existing waterproof plate, the main stress control working condition is water buoyancy, force gear design is conducted on the waterproof plate based on a reverse water buoyancy stress mode, multiple water buoyancy load effects are conducted on the two models through finite element analysis and calculation, and the waterproof plate reinforcement effect is achieved. And according to finite element analysis, the length of additional steel bars added in a stress increasing area and an actual construction drawing can be obtained after the full-length steel bars are laid. According to the underground engineering waterproof board reinforcement method, improvement measures are provided aiming at the problems in existing basement waterproof board reinforcement, engineering hidden dangers can be eliminated, compared with an existing national standard radiation reinforcement method, the reinforcement method has the advantages that additional reinforcements on the edge of a thickening area are consistent with the direction of bottom plate stress reinforcements, the effective height h0 is not affected, and the reinforcement effect is good. The reinforcement direction is consistent with a finite element stress calculation result.
本发明公开了一种地下工程防水板配筋方法,涉及防水板技术领域。该地下工程防水板配筋方法包括以下步骤:对现有的防水板进行模型的建立,其主要受力控制工况为水浮力,基于反向水浮力受力模式,并对其进行对力度档位的设计、通过有限元分析计算、对两个模型进行多种水浮力荷载作用,并对其进行应力分析、根据有限元分析,可得在布设完通长钢筋后在应力增大区增设附加钢筋长度和实际施工图。该地下工程防水板配筋方法,本发明针对现有地下室防水板配筋中出现的问题,提出改进措施,能够消除工程隐患,本发明的配筋方法相比现有国标放射筋做法,加厚区边缘附加钢筋与底板受力筋方向一致,不影响有效高度h0,配筋方向与有限元应力计算结果一致。
Underground engineering waterproof board reinforcement method
一种地下工程防水板配筋方法
CHEN KEYONG (author) / CHEN XUEBING (author) / LUO YIZHUI (author) / SHI ZHIGUO (author) / SUN QIANG (author) / WU WENHUI (author) / HUA WEIXING (author) / CHEN KEFU (author)
2022-11-01
Patent
Electronic Resource
Chinese
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