<p class="reader-word-layer" style="margin: 0cm 0cm 0.0001pt; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span lang="EN-US" style="font-size: 10.5pt; letter-spacing: -0.4pt;">2 </span><span style="font-size: 10.5pt; letter-spacing: -0.4pt;">计算书无相关的说明及数据统计。<span lang="EN-US"><o:p></o:p></span></span></p>

<p class="reader-word-layer" style="margin: 0cm 0cm 0.0001pt; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span lang="EN-US" style="font-size: 10.5pt; letter-spacing: -0.4pt;">3 </span><span style="font-size: 10.5pt; letter-spacing: -0.4pt;">计算参数取用错误;采用的构件强度等级高于原设计值;鉴定报告未对构件强度等级进行鉴定,在直接引用原设计的强度等级计算时必须慎重。<span lang="EN-US"><o:p></o:p></span></span></p>

<p class="reader-word-layer" style="margin: 0cm 0cm 0.0001pt; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span lang="EN-US" style="font-size: 10.5pt; letter-spacing: -0.4pt;">4 </span><span style="font-size: 10.5pt; letter-spacing: -0.4pt;">荷载大于原设计荷载时,应复核基础及相关构件。<span lang="EN-US"><o:p></o:p></span></span></p>

<p class="reader-word-layer" style="margin: 0cm 0cm 0.0001pt; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span lang="EN-US" style="font-size: 10.5pt; letter-spacing: -0.4pt;">5 </span><span style="font-size: 10.5pt; letter-spacing: -0.4pt;">由于缺乏原设计资料、或原设计资料不全、或工程经过改造,结构平面与现场实际不符,构件布置与原设计或与现场实际不符<span lang="EN-US"><o:p></o:p></span></span></p>

<p class="reader-word-layer" style="margin: 0cm 0cm 0.0001pt; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span lang="EN-US" style="font-size: 10.5pt; letter-spacing: -0.4pt;">6 </span><span style="font-size: 10.5pt; letter-spacing: -0.4pt;">未提供原设计的复核计算、或未提供加固构件的加固计算,应提供加固后的结构整体复核计算但未提供。<span lang="EN-US"><o:p></o:p></span></span></p>

<p class="reader-word-layer" style="margin: 0cm 0cm 0.0001pt; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span lang="EN-US" style="font-size: 10.5pt; letter-spacing: -0.4pt;">7 </span><span style="font-size: 10.5pt; letter-spacing: -0.4pt;">修复的震损构件,加固后进行承载力验算时,原结构部分的承载力应按相关加固规范规定进行折减;构件加固计算未按相关加固规范规定的方法、原理进行计算。<span lang="EN-US"><o:p></o:p></span></span></p>"/>
<p class="reader-word-layer" style="margin: 0cm 0cm 0.0001pt; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span lang="EN-US" style="font-size: 10.5pt; letter-spacing: -0.4pt;">2 </span><span style="font-size: 10.5pt; letter-spacing: -0.4pt;">计算书无相关的说明及数据统计。<span lang="EN-US"><o:p></o:p></span></span></p>

<p class="reader-word-layer" style="margin: 0cm 0cm 0.0001pt; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span lang="EN-US" style="font-size: 10.5pt; letter-spacing: -0.4pt;">3 </span><span style="font-size: 10.5pt; letter-spacing: -0.4pt;">计算参数取用错误;采用的构件强度等级高于原设计值;鉴定报告未对构件强度等级进行鉴定,在直接引用原设计的强度等级计算时必须慎重。<span lang="EN-US"><o:p></o:p></span></span></p>

<p class="reader-word-layer" style="margin: 0cm 0cm 0.0001pt; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span lang="EN-US" style="font-size: 10.5pt; letter-spacing: -0.4pt;">4 </span><span style="font-size: 10.5pt; letter-spacing: -0.4pt;">荷载大于原设计荷载时,应复核基础及相关构件。<span lang="EN-US"><o:p></o:p></span></span></p>

<p class="reader-word-layer" style="margin: 0cm 0cm 0.0001pt; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span lang="EN-US" style="font-size: 10.5pt; letter-spacing: -0.4pt;">5 </span><span style="font-size: 10.5pt; letter-spacing: -0.4pt;">由于缺乏原设计资料、或原设计资料不全、或工程经过改造,结构平面与现场实际不符,构件布置与原设计或与现场实际不符<span lang="EN-US"><o:p></o:p></span></span></p>

<p class="reader-word-layer" style="margin: 0cm 0cm 0.0001pt; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span lang="EN-US" style="font-size: 10.5pt; letter-spacing: -0.4pt;">6 </span><span style="font-size: 10.5pt; letter-spacing: -0.4pt;">未提供原设计的复核计算、或未提供加固构件的加固计算,应提供加固后的结构整体复核计算但未提供。<span lang="EN-US"><o:p></o:p></span></span></p>

<p class="reader-word-layer" style="margin: 0cm 0cm 0.0001pt; background-image: initial; background-position: initial; background-size: initial; background-repeat: initial; background-attachment: initial; background-origin: initial; background-clip: initial;"><span lang="EN-US" style="font-size: 10.5pt; letter-spacing: -0.4pt;">7 </span><span style="font-size: 10.5pt; letter-spacing: -0.4pt;">修复的震损构件,加固后进行承载力验算时,原结构部分的承载力应按相关加固规范规定进行折减;构件加固计算未按相关加固规范规定的方法、原理进行计算。<span lang="EN-US"><o:p></o:p></span></span></p>"/>

加固设计计算书常见问题

1 楼
1 计算书无相关责任人员的签名、注册结构师签章、设计单位签章;甚至于有些设计单位不知道需要有加固计算书。

2 计算书无相关的说明及数据统计。

3 计算参数取用错误;采用的构件强度等级高于原设计值;鉴定报告未对构件强度等级进行鉴定,在直接引用原设计的强度等级计算时必须慎重。

4 荷载大于原设计荷载时,应复核基础及相关构件。

5 由于缺乏原设计资料、或原设计资料不全、或工程经过改造,结构平面与现场实际不符,构件布置与原设计或与现场实际不符

6 未提供原设计的复核计算、或未提供加固构件的加固计算,应提供加固后的结构整体复核计算但未提供。

7 修复的震损构件,加固后进行承载力验算时,原结构部分的承载力应按相关加固规范规定进行折减;构件加固计算未按相关加固规范规定的方法、原理进行计算。

2018-04-04 11:28:05
txqq_89326be0602b4c4f162784
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2018-04-16 17:55:33
txqq_e09ce543e8
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2018-04-21 14:08:28