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Name: KBA - DIY - How to build Standard Steel Connection Workset in IDEA StatiCa
ID: a4f36f90-798d-4afe-b7a6-2d856f79ed38
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"value": "项目中的大多数钢结构节点都是在不同工程中重复使用的标准节点详图。在本文中，我们将帮助您在 IDEA StatiCa 中建立节点数据库，使您的团队能够将这些常用节点详图集中存储在同一位置，从而提高一致性并减少重复工作。"
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"[Circular Reference]"
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极限状态</a></p>\n<h2>4 按欧洲规范的结构验算</h2>\n<p><a href=\"#material-models-in-3D-CSFM-EN\">4.1 三维CSFM中的材料模型（EN）</a><br><a href=\"#partial-safety-factors\">4.2 分项安全系数</a><br><a href=\"#ultimate-limit-state-checks\">4.3 承载能力极限状态验算</a></p>\n<h2>5 按ACI 318-19的结构验算</h2>\n<p><a href=\"#material-models-in-3D-CSFM-ACI\">5.1 三维CSFM中的材料模型（ACI）</a><br><a href=\"#strength-reduction-and-load-factors\">5.2 强度折减系数与荷载系数</a><br><a href=\"#strength-verifications\">5.3 强度验算</a></p>\n<h2>6 按AASHTO的结构验算</h2>\n<p><a href=\"#material-models-in-3D-CSFM-AASHTO\">6.1 三维CSFM中的材料模型（AASHTO）</a><br><a href=\"#resistance-and-load-factors\">6.2 抗力系数与荷载系数</a><br><a href=\"#strength-limit-state\">6.3 承载能力极限状态验算</a></p>\n<h2>7 按AS 3600的结构验算</h2>\n<p><a href=\"#material-models-in-3D-CSFM-AUS\">7.1 三维CSFM中的材料模型（AUS）</a><br><a href=\"#stress-and-strength-reduction-factors-and-load-factors\">7.2 应力折减系数、强度折减系数与荷载系数</a><br><a href=\"#strength-and-anchorage-verifications\">7.3 强度与锚固验算</a></p>\n<p><br></p>\n<p><br></p>\n<h1>1 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type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail_3d___strength_limit_\"></object>\n<p><br></p>\n<h1>7 按澳大利亚标准AS 3600的结构验算</h1>\n<p>CSFM（协调应力场法）是一种满足第6.1.1条和第6.1.2条一般规定的结构分析方法，在第6.1.3条中被定义为(f)非线性应力分析——详见第6.6条。 </p>\n<p>为满足第6.6.4条和第6.6.5条的要求——更多内容可参见AS3600:2018 Sup 1:2022第C6.6节——已对该方法进行了验证与确认。汇总验证与确认结果的各篇文章可通过以下链接查阅。</p>\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center-verifications?label=detail_3d\">验证案例：Detail 3D</a></li>\n</ul>\n<p>由于IDEA StatiCa Detail是一款实用设计程序，计算中采用28天经系数调整的特征抗压圆柱体强度 <em>f'c</em>，具体说明见下一章。</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n0431c57e_253b_01f7_5007_ac4b51b798cb\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail_3d___material_models\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n3f09a6b0_b05e_01f2_c2d9_79141072b33d\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail_3d__stress_reduction\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n8f27924f_9b98_013a_df5c_c74018854871\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail_3d___strength_analys_f37d2d9\"></object>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>\n<h2>验证与确认</h2>\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center-verifications?label=detail_3d\">验证案例：Detail 3D</a></li>\n</ul>\n<h3>参考文献</h3>\n<ol>\n <li>Wu, D.; Wang, Y.; Qiu, Y.; Zhang, J.; Wan, Y.-K. Determination of Mohr–Coulomb Parameters from Nonlinear Strength Criteria for 3D Slopes. <em>Math. Probl. Eng.</em> <strong>2019</strong>, 6927654.</li>\n <li>Lelovic, S.; Vasovic, D.; Stojic, D. Determination of the Mohr-Coulomb Material Parameters for Concrete under Indirect Tensile Test. <em>Tech. Gaz.</em> <strong>2019</strong>, <em>26</em>, 412–419.</li>\n <li>Galic, M.; Marovic, P.; Nikolic, Ž. Modified Mohr-Coulomb—Rankine material model for concrete. <em>Eng. Comput.</em> <strong>2011</strong>, <em>28</em>, 853–887.</li>\n <li>Fan, Q.; Gu, S.C.; Wang, B.N.; Huang, R.B. Two Parameter Parabolic Mohr Strength Criterion Applied to Analyze The Results of the Brazilian Test. <em>Appl. Mech. Mater.</em> <strong>2014</strong>, <em>624</em>, 630–634.</li>\n</ol>"
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"value": "<p>每个行业在底板设计方面都面临各自的挑战。以下是五种最常见的底板类型： </p>\n<ul>\n <ul>\n <li>建筑 - <a href=\"#cast-in-place-anchors\">带现浇锚栓的底板</a></li>\n <li>电信 - <a href=\"#plates-with-grout-or-gaps\">带灌浆层或间隙的底板</a></li>\n <li>建筑细部 - <a href=\"#embedded-plates\">埋入式底板</a></li>\n <li>改造项目 - <a href=\"#plates-with-post-insatlled-adhesive-anchors\">带后锚固锚栓的底板</a></li>\n <li>大型基础设施项目 - <a href=\"http://plates-on-edges-or-corners\">混凝土块边缘或角部的底板</a></li>\n </ul>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n390a4625_0270_01a6_062e_bbbcdf562637\"></object>\n<h2>1. 带现浇锚栓的底板</h2>\n<p>在新建施工中，<strong>带现浇锚栓的底板</strong>依赖于预先定位并与基础一同浇筑的锚栓。这类底板安装简便，但需要按照 ACI 318 规范对<strong>锚栓拉力、剪力及混凝土破坏进行准确校核</strong>。此类底板通常用于商业建筑、多层框架、仓库柱、管架及设备支撑。</p>\n<figure data-asset-id=\"3fc319a9-f92a-40bb-8140-f67f79c49a4f\" data-image-id=\"3fc319a9-f92a-40bb-8140-f67f79c49a4f\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d8e92ce3-cd82-460b-9c03-27d966175e3c/Cast-in%20Place%20Anchors.png\" data-asset-id=\"3fc319a9-f92a-40bb-8140-f67f79c49a4f\" data-image-id=\"3fc319a9-f92a-40bb-8140-f67f79c49a4f\" alt=\"\"></figure>\n<p><em>来源：Smart Steel building</em></p>\n<p>在 <a href=\"https://www.ideastatica.com/connection-design\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">IDEA StatiCa Connection</a> 中，您可以将柱、底板、锚栓和混凝土块作为统一系统进行建模。软件可在实际荷载作用下评估锚栓拉力和剪力、底板应力及力的分布。当钢筋构造或破坏几何形状成为关键因素时，模型可导出至 <a href=\"https://www.ideastatica.com/support-center/full-functionalities-of-detail-3d\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\"><strong>Detail 3D</strong></a>，在那里可进行完整的<a data-item-id=\"31b902c9-4e85-44cf-a657-0bc288d40521\" href=\"\">锚栓-钢筋</a>相互作用分析及混凝土校核。</p>\n<figure data-asset-id=\"be006ad2-8ee8-4bc7-af67-e4c5666435df\" data-image-id=\"be006ad2-8ee8-4bc7-af67-e4c5666435df\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c9f90c2e-2a8d-422b-9c54-3c4f9d1c88cd/Connection%20app.png\" data-asset-id=\"be006ad2-8ee8-4bc7-af67-e4c5666435df\" data-image-id=\"be006ad2-8ee8-4bc7-af67-e4c5666435df\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n9e8c1088_0cb9_0170_3614_56baa83282f1\"></object>\n<h2>2. 带灌浆层或间隙的底板</h2>\n<p>在灌浆层上安装或带有间隙的底板通常用于调平和调整柱的标高。即使是微小的间隙也会改变承压接触和荷载传递，在接触不完全的情况下往往会增加锚栓的受力需求。此类构造常见于照明杆、交通及公路标志、通信塔以及输电单管塔项目。</p>\n<figure data-asset-id=\"9f2729e9-ca8e-4d05-a23a-3c3cf3d4b32a\" data-image-id=\"9f2729e9-ca8e-4d05-a23a-3c3cf3d4b32a\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b2554004-d08b-4197-acf4-7536d4ae3a66/Base%20plates%20with%20gap.png\" data-asset-id=\"9f2729e9-ca8e-4d05-a23a-3c3cf3d4b32a\" data-image-id=\"9f2729e9-ca8e-4d05-a23a-3c3cf3d4b32a\" alt=\"\"></figure>\n<p>在 <strong>Connection</strong> 中，用户可以直接在底板下方定义间隙或砂浆层。IDEA StatiCa 自动模拟底板与混凝土之间的接触，并根据所设参数调整锚栓校核结果。 </p>\n<figure data-asset-id=\"fb0bcdd5-ee78-49ff-a8d2-92795cc23464\" data-image-id=\"fb0bcdd5-ee78-49ff-a8d2-92795cc23464\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/aa025151-f01d-4d67-9455-c06bc4b25217/Stand%20off_00.png\" data-asset-id=\"fb0bcdd5-ee78-49ff-a8d2-92795cc23464\" data-image-id=\"fb0bcdd5-ee78-49ff-a8d2-92795cc23464\" alt=\"\"></figure>\n<p>若设计在无钢筋混凝土假定下不满足要求，或遇到更复杂的情况，可直接在 <strong>Detail 3D</strong> 中建模，以考虑钢筋配置和高级混凝土行为。 </p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n70244ade_6fbb_01e9_6d91_89a472e3643a\"></object>\n<h2>3. 埋入式底板</h2>\n<p>埋入式底板广泛应用于结构和建筑设计中，用于连接钢框架与混凝土结构、幕墙系统、电梯导轨、楼梯梁以及机电管道（MEP）支撑。这些节点通过埋入混凝土的焊缝或栓钉传递荷载，通常还包括与结构绑扎的钢筋。</p>\n<figure data-asset-id=\"5ab4e46a-c072-425f-a564-74932c118040\" data-image-id=\"5ab4e46a-c072-425f-a564-74932c118040\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/872236db-7014-4d16-8e46-2aecb96166ee/download.jpg\" data-asset-id=\"5ab4e46a-c072-425f-a564-74932c118040\" data-image-id=\"5ab4e46a-c072-425f-a564-74932c118040\" alt=\"\"></figure>\n<figure data-asset-id=\"88d7f409-32c2-4588-a586-284206006f0e\" data-image-id=\"88d7f409-32c2-4588-a586-284206006f0e\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e4c7ee73-b2c4-4483-a847-c01e93270e51/IMG_1641.webp\" data-asset-id=\"88d7f409-32c2-4588-a586-284206006f0e\" data-image-id=\"88d7f409-32c2-4588-a586-284206006f0e\" alt=\"\"></figure>\n<p>在 IDEA StatiCa <strong>Connection</strong> 中，埋入式底板可与焊接钢构件及完全嵌入混凝土块的锚栓一同建模。钢材与混凝土之间的荷载传递自动模拟，同时捕捉底板应力和锚栓荷载分布。 </p>\n<p>当底板与钢筋相连或混凝土内存在复杂传力路径时，导出至 <strong>Detail 3D</strong> 可实现对埋入深度、钢筋锚固长度及周围混凝土应力场的全面建模。</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n85cd2b3c_8f0e_0124_b68a_a2df1d87cdd4\"></object>\n<h2>4. 带后锚固化学锚栓的底板</h2>\n<p>采用化学锚栓的底板常用于与既有基础的连接。这类底板尤其适用于改造工程、平台升级、设备安装、工业改造项目及现场信息请求（RFI）。设计时需仔细考虑粘结强度、间距及边距，以确保安全的荷载传递。</p>\n<p>在 <strong>Connection</strong> 中，用户可在安装过程中指定<a href=\"https://www.ideastatica.com/support-center/advanced-anchoring\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">后锚固锚栓</a>。虽然 Connection 本身不评估粘结强度，但其他所有锚栓校核均可在其中完成。</p>\n<figure data-asset-id=\"d56f8b78-83b9-4e55-9364-f7fe48c9c181\" data-image-id=\"d56f8b78-83b9-4e55-9364-f7fe48c9c181\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/6eaa290f-ce8e-45d7-8118-c916fbfff829/adhesive%20cover%20image%202.png\" data-asset-id=\"d56f8b78-83b9-4e55-9364-f7fe48c9c181\" data-image-id=\"d56f8b78-83b9-4e55-9364-f7fe48c9c181\" alt=\"\"></figure>\n<p>在 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data-asset-id=\"fda820ab-a8bf-464c-8745-4eea1e200b98\" data-image-id=\"fda820ab-a8bf-464c-8745-4eea1e200b98\" alt=\"\"></figure>\n<p>对于详细的钢筋配置和多平面混凝土应力分析，模型可导出至 <strong>Detail 3D</strong>，该软件提供两个混凝土面的完整三维表示，确保对承压和破坏效应的组合进行准确模拟。</p>\n<h2>IDEA StatiCa 底板设计功能汇总</h2>\n<p>下表概述了 <strong>IDEA StatiCa</strong> 目前支持的所有底板构造，涵盖仅在 <strong>Connection</strong> 或 <strong>Detail 3D</strong> 中建模，到完整的 <strong>Connection–Detail 3D 集成</strong>。该表可作为快速参考，帮助了解哪种工具或工具组合最适合各类节点，以及当前可实现的分析深度。请持续关注此表，IDEA StatiCa 将不断扩展其功能！</p>\n<figure data-asset-id=\"7ada3a77-aa81-4a83-8099-b12340c7ce9e\" data-image-id=\"7ada3a77-aa81-4a83-8099-b12340c7ce9e\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/863241ee-8aee-4c63-aef3-ce1d8ccbda39/table.png\" data-asset-id=\"7ada3a77-aa81-4a83-8099-b12340c7ce9e\" data-image-id=\"7ada3a77-aa81-4a83-8099-b12340c7ce9e\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" 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"value": "<h2>锚栓类型选择以提升可理解性</h2>\n<p>在定义锚栓配置时，IDEA StatiCa Connection 现引入了<strong>两步式锚栓选择流程</strong>，旨在提升清晰度、一致性和用户控制能力。新工作流程将<strong>安装方式</strong>与<strong>锚栓类型</strong>分离，使设计人员更易于选择正确的锚固方法，并确保 Connection 与 Detail 软件之间的统一体验。</p>\n<p>锚栓定义现遵循两步逻辑：</p>\n<ol>\n <li><strong>安装方式选择</strong> – 首先定义锚栓为<em>后锚固</em>还是<em>现浇</em></li>\n <li><strong>锚栓类型选择</strong> – 根据安装方式，相应的锚栓类型将变为可用：\n <ul>\n <li><em>后锚固</em>：螺纹杆、<a href=\"#25-1-general-anchors\">通用锚栓</a></li>\n <li><em>现浇</em>：锚板（矩形或圆形）、带钩锚栓、<a href=\"#25-1-cast-in-plates\">栓钉</a>、<a href=\"#25-1-cast-in-plates\">钢筋</a></li>\n </ul>\n </li>\n</ol>\n<figure data-asset-id=\"36de9b66-79c6-4526-b257-6c5a40605425\" data-image-id=\"36de9b66-79c6-4526-b257-6c5a40605425\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/8ef83f7b-6a45-4031-bf5a-8bc3d21d4779/Anchor-types%201.png\" data-asset-id=\"36de9b66-79c6-4526-b257-6c5a40605425\" data-image-id=\"36de9b66-79c6-4526-b257-6c5a40605425\" alt=\"\"></figure>\n<p>该功能已在所有支持锚栓定义的操作中实现，包括<strong>底板</strong>以及<strong>紧固件网格或</strong><strong>接触</strong>操作。</p>\n<p><em>发布于 </em><a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\"><em>IDEA StatiCa 版本 25.1</em></a><em>。</em></p>\n<h2>预埋板 </h2>\n<p>IDEA StatiCa Connection 引入了对<strong>以栓钉和钢筋锚固的预埋板</strong>的全面支持。此增强功能使设计人员能够直接在软件中执行锚固校核，无需依赖外部工具。该实现遵循 <strong>ACI 318-25</strong> 的规定，可对现浇节点的拉力和剪力承载力进行验证。</p>\n<h3>栓钉</h3>\n<p><strong>栓钉</strong>的装置类型可在<em>设计</em>选项卡中找到。剪力传递仅限于<em>锚栓</em>选项，且仅支持<em>直接</em>外露方式。支持的材料包括 <strong>ASTM A108 A 型和 B 型</strong>，确保与标准施工实践的兼容性。栓钉由直径、材料、头部直径和埋置深度定义，可视化效果显示板嵌入混凝土中。</p>\n<figure data-asset-id=\"fb9efd83-1863-4cdc-b7ca-17820e7805c4\" data-image-id=\"fb9efd83-1863-4cdc-b7ca-17820e7805c4\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/0e06aa35-44d9-4abc-89fa-b87f8a4ba330/headed%20stud.jpg\" data-asset-id=\"fb9efd83-1863-4cdc-b7ca-17820e7805c4\" data-image-id=\"fb9efd83-1863-4cdc-b7ca-17820e7805c4\" alt=\"\"></figure>\n<p>已实现的设计校核遵循 <strong>ACI 318-25</strong> ，涵盖以下内容：</p>\n<ul>\n <li>拉力\n <ul>\n <li>锚栓抗拉承载力：ACI 318-25 - 17.6.1</li>\n <li>锚栓受拉混凝土锥体破坏承载力：ACI 318-25 - 17.6.2</li>\n <li>混凝土抗拔承载力：ACI 318-25 - 17.6.3</li>\n <li>混凝土侧面劈裂承载力：ACI 318-25 - 17.6.4</li>\n </ul>\n </li>\n <li>剪力\n <ul>\n <li>抗剪承载力 ACI 318-25 – 17.7.1</li>\n <li>混凝土撬出承载力：ACI 318-25 – 17.7.3</li>\n <li>混凝土中拉力与剪力的相互作用：ACI 318-25 – 17.8.3</li>\n <li>钢材中拉力与剪力的相互作用：ACI 318-25 – 17.8.4</li>\n </ul>\n </li>\n</ul>\n<h3>钢筋</h3>\n<p><em>设计</em>选项卡中还引入了<strong>钢筋锚固</strong>选项。同样，剪力传递仅限于<em>锚栓</em>选项，且仅支持<em>直接</em>外露方式。 </p>\n<p>唯一可用的形状为 L 形钢筋，使用混凝土应用程序（ACI 318）中已实现的材料。钢筋属性包括直径、材料、埋置深度和弯钩长度。</p>\n<figure data-asset-id=\"4c24fe1e-e71b-46ee-bca9-b06823948dbf\" data-image-id=\"4c24fe1e-e71b-46ee-bca9-b06823948dbf\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/525d7d46-16d1-4a38-a828-a29d7748591b/Cast-in%20plates%203.png\" data-asset-id=\"4c24fe1e-e71b-46ee-bca9-b06823948dbf\" data-image-id=\"4c24fe1e-e71b-46ee-bca9-b06823948dbf\" alt=\"\"></figure>\n<p>设计校核遵循 <strong>ACI 318-25</strong>，涵盖</p>\n<ul>\n <li>拉力\n <ul>\n <li>锚栓抗拉承载力：ACI 318-25 – 20.2.2</li>\n <li>锚栓受拉混凝土锥体破坏承载力：ACI 318-25 – 17.6.2</li>\n <li>混凝土抗拔承载力：ACI 318-25 – 25.4.3</li>\n </ul>\n </li>\n <li>剪力\n <ul>\n <li>抗剪承载力：ACI 318-25 – 20.2.2</li>\n <li>混凝土撬出承载力：ACI 318-25 – 17.7.3</li>\n <li>混凝土中拉力与剪力的相互作用：ACI 318-25 – 17.8.3</li>\n <li>钢材中拉力与剪力的相互作用：ACI 318-25 – 17.8.4</li>\n </ul>\n </li>\n</ul>\n<p><strong>限制</strong>：无法为特定钢筋定义不同方向。钢筋组连同预埋板只能通过底板的旋转参数作为整体进行旋转。</p>\n<h3>栓钉与钢筋的组合 </h3>\n<p>在荷载较大的情况下，<strong>栓钉与钢筋可以组合使用</strong>。实际建模时通过<em>紧固件网格</em>或<em>接触</em>操作实现。</p>\n<figure data-asset-id=\"24810a51-77d3-4737-a406-c1b20d4af998\" data-image-id=\"24810a51-77d3-4737-a406-c1b20d4af998\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/9deaeabc-67b2-4dfc-938b-9e13c543904f/combined%20anchors.jpg\" data-asset-id=\"24810a51-77d3-4737-a406-c1b20d4af998\" data-image-id=\"24810a51-77d3-4737-a406-c1b20d4af998\" alt=\"\"></figure>\n<p>拉力和剪力根据各锚栓的刚度在所有锚栓之间进行重分配。用户无法更改力的分配方式（SCI 416）。</p>\n<p>校核依据 <strong>CEB-FIP Bulletin 58</strong> 进行评估，即使承载比低于 100%，锚栓也可能被标记为不满足要求。其他钢构件校核仍然可用（锚固除外）。对于需要对带钢筋的混凝土块进行深入分析的情况，模型可导出至 <strong>IDEA StatiCa Detail</strong>。</p>\n<p>对于带栓钉和/或钢筋的预埋板，底板嵌入混凝土中。</p>\n<figure data-asset-id=\"4ef8e614-9ab4-46d8-b891-471addfa4de9\" data-image-id=\"4ef8e614-9ab4-46d8-b891-471addfa4de9\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/0b43600e-b3f8-43ce-bb87-d54e9e5069bf/Cast-in%20plates%205.png\" data-asset-id=\"4ef8e614-9ab4-46d8-b891-471addfa4de9\" data-image-id=\"4ef8e614-9ab4-46d8-b891-471addfa4de9\" alt=\"\"></figure>\n<p>在<em>材料</em>选项卡中，栓钉等级和钢筋材料既显示在顶部功能区，也在模型中使用时显示在左侧树形结构中。 </p>\n<figure data-asset-id=\"020b9a8b-62a2-4f8a-a864-26cb4cb28f09\" data-image-id=\"020b9a8b-62a2-4f8a-a864-26cb4cb28f09\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/55ff7153-5b62-4317-8a3c-b1731230021b/materials%20tab.jpg\" data-asset-id=\"020b9a8b-62a2-4f8a-a864-26cb4cb28f09\" data-image-id=\"020b9a8b-62a2-4f8a-a864-26cb4cb28f09\" alt=\"\"></figure>\n<p><em>发布于 </em><a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\"><em>IDEA StatiCa 版本 25.1.1</em></a><em>。</em></p>\n<p><br></p>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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"value": "<p>在 Detail 中，您可以找到带有多种类型紧固件/钢筋的<strong>现浇预埋板</strong>，这些类型在施工中常用于固定梁、柱或幕墙构件。现浇预埋板可确保钢结构与混凝土结构之间实现强劲可靠的荷载传递。</p>\n<h2>现浇预埋板装置</h2>\n<p>现浇预埋板在模型实体选择中作为<strong>荷载传递装置</strong>提供。<strong>板的几何形状和位置</strong>可在单一属性网格中定义，另有一个附加表格允许用户添加和组合多个<strong>紧固件组</strong>。紧固件可直接为每块特定板进行定义。用户可添加<strong>不限数量</strong>的紧固件，甚至可在单块板内组合多种类型。</p>\n<figure data-asset-id=\"d129951b-e95a-4bb4-9092-0776492850e3\" data-image-id=\"d129951b-e95a-4bb4-9092-0776492850e3\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/22e02e2a-0d06-4add-8a77-db6b8abd453e/Cast-in_01.png\" data-asset-id=\"d129951b-e95a-4bb4-9092-0776492850e3\" data-image-id=\"d129951b-e95a-4bb4-9092-0776492850e3\" alt=\"\"></figure>\n<h2>钢筋类型</h2>\n<p>现浇预埋板<strong> </strong>支持三种形状的<strong>焊接钢筋</strong>：<strong>直形、L 形和 U 形</strong>。</p>\n<figure data-asset-id=\"f319d686-ac68-40db-90e3-46123bdafe09\" data-image-id=\"f319d686-ac68-40db-90e3-46123bdafe09\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/afe6f216-b5d8-4ec5-be74-7c4706406cca/Cast-in_02.png\" data-asset-id=\"f319d686-ac68-40db-90e3-46123bdafe09\" data-image-id=\"f319d686-ac68-40db-90e3-46123bdafe09\" alt=\"\"></figure>\n<ul>\n <li><strong>直形：</strong>锚栓可按预定义键（类似于 Connection 中的螺栓布置）按行和位置排列。用户可定义材料、长度和直径，并指定锚固类型。</li>\n</ul>\n<figure data-asset-id=\"34e765c1-c294-45ea-854d-7e39b28acb60\" data-image-id=\"34e765c1-c294-45ea-854d-7e39b28acb60\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3f2b9a03-0d51-40d9-b4ed-0ad29a9d70e7/Cast-in_03.png\" data-asset-id=\"34e765c1-c294-45ea-854d-7e39b28acb60\" data-image-id=\"34e765c1-c294-45ea-854d-7e39b28acb60\" alt=\"\"></figure>\n<ul>\n <li><strong>L 形：</strong>定义为两排锚栓，间距和行距可调，并可指定锚固类型。</li>\n</ul>\n<figure data-asset-id=\"05bc4502-efd0-448b-ac31-691fc0339e9e\" data-image-id=\"05bc4502-efd0-448b-ac31-691fc0339e9e\"><img 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data-image-id=\"1a9a4f84-61af-4408-93fd-1f4300ede70d\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/e650312b-b71a-4bae-ac5e-e49a49b35b49/Cast-in_02.1.png\" data-asset-id=\"1a9a4f84-61af-4408-93fd-1f4300ede70d\" data-image-id=\"1a9a4f84-61af-4408-93fd-1f4300ede70d\" alt=\"\"></figure>\n<p>现浇预埋板实体支持两种输入方式：单个紧固件（SF）和紧固件组（GOF）。所有类型的紧固件和输入方式均可组合使用。 </p>\n<figure data-asset-id=\"c181ad43-c30e-492b-aefb-807245aa5819\" data-image-id=\"c181ad43-c30e-492b-aefb-807245aa5819\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/906e3e17-e84b-4fdf-944b-b2b3ce3f4e9e/cast-in-plates.png\" data-asset-id=\"c181ad43-c30e-492b-aefb-807245aa5819\" data-image-id=\"c181ad43-c30e-492b-aefb-807245aa5819\" alt=\"\"></figure>\n<h2>荷载指定方法</h2>\n<p>荷载可通过两种方式施加至现浇预埋板：</p>\n<ul>\n <li><strong>直接施加</strong> – 力直接施加于板上。</li>\n <li><strong>柱（树根段）</strong> – 在板上方建立一段短钢柱模型：\n <ul>\n <li>从数据库中选择钢截面，具体取决于各设计规范。</li>\n 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"linkId": "11765fc5-842e-4fe5-afed-c54104da47d5",
"urlSlug": "implementation-of-long-term-losses-in-detail",
"type": "support_center_article"
},
{
"codename": "rn_23_0__improvements_for_aci_318_19_in_detail",
"linkId": "b2f21cdf-2d85-4815-ad24-fbe41ac65093",
"urlSlug": "improvements-for-aci-318-19-in-detail",
"type": "support_center_article"
},
{
"codename": "rn_23_0__imperial_rounding_improvements_in_detail",
"linkId": "358763b8-7373-444f-ab5f-d207d38e281b",
"urlSlug": "imperial-rounding-improvements-in-detail",
"type": "support_center_article"
},
{
"codename": "equivalent_time_for_deflection",
"linkId": "9e5fe158-5f4a-4be7-ad2b-63ccbd5b419e",
"urlSlug": "equivalent-time-for-deflection-evaluation",
"type": "support_center_article"
},
{
"codename": "rn_23_0__enhanced_mesh_in_member__copy_",
"linkId": "fcf88cfa-ef51-4afa-a139-917a5f1f8cbb",
"urlSlug": "triangular-mesh-in-concrete-member",
"type": "support_center_article"
},
{
"codename": "release_notes_idea_statica_23_0",
"linkId": "9a275699-6cf5-48a3-ac7c-1154c4c1331a",
"urlSlug": "release-notes-idea-statica-23-0",
"type": "support_center_article"
},
{
"codename": "rn_22_1_timber_connections__show_angle_to_grains",
"linkId": "eed5a14c-0581-42b1-8a67-7181fb8d4fdf",
"urlSlug": "angle-to-the-grain-of-the-steel-to-timber-connections",
"type": "support_center_article"
},
{
"codename": "rn_22_1__significant_step_to_designing_and_code_ch",
"linkId": "eac075cc-9e8a-4d0b-b678-e94b527863df",
"urlSlug": "gmnia-solver-extended-to-shear-and-torsion-effects",
"type": "support_center_article"
},
{
"codename": "release_notes_idea_statica_22_1",
"linkId": "8136efc3-3a87-48df-9cb2-890edbe4cfb2",
"urlSlug": "release-notes-idea-statica-22-1",
"type": "support_center_article"
},
{
"codename": "rn_22_0__loads_in_equilibrium_by_default",
"linkId": "da6f80aa-abfd-4e64-b691-1dc7ea8e3d4c",
"urlSlug": "loads-in-equilibrium-by-default",
"type": "support_center_article"
},
{
"codename": "rn_22_0__fatigue_improvements",
"linkId": "a2f4a486-315f-4571-a9b3-abdcfff0b7a8",
"urlSlug": "fatigue-analysis-how-the-results-are-displayed",
"type": "support_center_article"
},
{
"codename": "rn_21_1__through_bolts_for_hollow_sections_warning",
"linkId": "f89307a5-4bac-4632-bb5f-1a2586f199a3",
"urlSlug": "through-bolts-for-hollow-sections-warning",
"type": "support_center_article"
},
{
"codename": "rn22_0__update_of_eccentricity_definition_of_norma",
"linkId": "293fcced-8994-4a81-a805-88267657c66a",
"urlSlug": "update-of-eccentricity-definition-of-a-normal-force-for-concrete-columns-according-to-eurocode",
"type": "support_center_article"
},
{
"codename": "release_notes_idea_statica_22_0",
"linkId": "29c317b9-212a-4207-8b4f-16d75c99ea4d",
"urlSlug": "release-notes-idea-statica-22-0",
"type": "support_center_article"
},
{
"codename": "rn_21_1__bearing_type_options_for_bolts",
"linkId": "c3e0558d-c799-44e3-8961-57cdbc9434d9",
"urlSlug": "bearing-type-options-for-bolts-in-version-21-1-and-onwards",
"type": "support_center_article"
},
{
"codename": "rn_21_1__weld_checks_specifics_as_per_en_and_is",
"linkId": "6a1966e1-7905-4ced-a002-c8f568072d4c",
"urlSlug": "weld-checks-specifics-as-per-eurocode-en-and-indian-standard-is",
"type": "support_center_article"
},
{
"codename": "rn_21_1__slip_resistance_check_update_according_to",
"linkId": "7510a749-ad18-4a34-bacf-44b7b9647bde",
"urlSlug": "slip-resistance-check-update-according-to-sp-16",
"type": "support_center_article"
},
{
"codename": "rn_22_0__connection_browser_ii",
"linkId": "f15a7793-7b4f-4714-b8aa-13f6579d95e6",
"urlSlug": "company-sets-selection-in-the-connection-browser",
"type": "support_center_article"
},
{
"codename": "release_notes_idea_statica_21_1",
"linkId": "6e8b2b16-b334-4518-9317-cf64b8503410",
"urlSlug": "release-notes-idea-statica-steel-concrete-21-1",
"type": "support_center_article"
},
{
"codename": "section_model_view___drawings___sketches____copy_",
"linkId": "521c376f-96f7-4217-b0ee-29cc1d404d34",
"urlSlug": "updated-cbfem-solver",
"type": "support_center_article"
},
{
"codename": "condensed_elements",
"linkId": "2b6ef976-6002-4d3a-aea1-1d974d1b2599",
"urlSlug": "condensed-superelements-invisible-but-essential",
"type": "blog_post"
},
{
"codename": "differences_in_results_between_version_21_and_olde",
"linkId": "d6b52773-3d62-47c6-b200-ea5d94f669b8",
"urlSlug": "analysis-model-improvements-in-idea-statica-version-21-0",
"type": "support_center_article"
},
{
"codename": "release_notes_idea_statica_21_0_d5c25f3",
"linkId": "d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50",
"urlSlug": "release-notes-idea-statica-steel-concrete-21-0",
"type": "support_center_article"
},
{
"codename": "rn_20_1__improved_model_of_contacts",
"linkId": "8f9596de-f78e-4169-ad3a-79d88ef7bd6f",
"urlSlug": "an-improved-model-of-contacts",
"type": "support_center_article"
},
{
"codename": "rn_20_1__butt_welds_upgraded_model",
"linkId": "040fcb75-d544-4d75-bc49-182d150177d7",
"urlSlug": "butt-welds-upgraded-model",
"type": "support_center_article"
},
{
"codename": "rn_20_1__bolt_bearing_distances__en_",
"linkId": "26804761-f112-4709-a9a5-4f54410ddc34",
"urlSlug": "bolt-bearing-distances-for-eurocode",
"type": "support_center_article"
},
{
"codename": "rn_20_1__connecting_plate_eccentricity",
"linkId": "16cdb752-6f79-408d-81b6-cc33f0b41778",
"urlSlug": "connecting-plate-eccentricity",
"type": "support_center_article"
},
{
"codename": "release_notes_idea_statica_steel_20_1",
"linkId": "28c5e551-7dcf-4aed-93a1-97e001d6f3bc",
"urlSlug": "release-notes-idea-statica-steel-20-1",
"type": "support_center_article"
},
{
"codename": "release_notes_idea_statica_concrete_20_1",
"linkId": "79ff8a70-a79d-483c-8ce8-218a5f43cadc",
"urlSlug": "release-notes-idea-statica-concrete-20-1",
"type": "support_center_article"
},
{
"codename": "release_notes_idea_statica_steel_20",
"linkId": "4ba1aea8-5819-4504-bfc7-717be84625d1",
"urlSlug": "release-notes-idea-statica-steel-20",
"type": "support_center_article"
},
{
"codename": "release_notes_idea_statica_concrete_20",
"linkId": "2c50b5cb-2dde-450d-89bd-989d1b561084",
"urlSlug": "release-notes-idea-statica-concrete-20",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"value": "<h2>版本兼容性</h2>\n<p>IDEA StatiCa 软件版本号（例如 22.1.3.0789）由主版本号（22）、次版本号（.1）、补丁号（.3）和构建号（.0789）组成。</p>\n<p>IDEA StatiCa 应用程序的每个主版本和次版本都会更改项目数据，使其无法在旧版本中使用。这意味着如果您在版本 22.1 中创建或保存项目，则无法在 22.0 中打开它。</p>\n<p>但是，同一版本内的补丁是兼容的，因此如果您在补丁 22.1.3 中创建或保存项目，仍然可以在补丁 22.1.0 中打开它。</p>\n<p>云服务（例如 <a data-item-id=\"5b39bcd0-4f5e-463d-9ef7-b6dd5cdf58ee\" href=\"\">Viewer</a>）始终以已发布的最新 IDEA StatiCa 版本和补丁生成项目文件。</p>\n<h2>在较新版本中打开旧项目</h2>\n<p>在旧版本 IDEA StatiCa 中设计的模型，升级到最新版本后可能会出现差异。升级到较新版本的程序时，您可能会遇到与打开旧版本创建的模型相关的一些差异。 </p>\n<p>为了及时了解更新内容，请阅读每个主版本和次版本发布的<a href=\"https://www.ideastatica.com/support-center-release-notes\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">发行说明</a>，以及补丁更新和<a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">已解决问题列表</a>。</p>\n<p>以下是每个新版本程序中可能导致结果变化的最重要更改列表：</p>\n<h3>版本 25.1 的变更</h3>\n<p>钢结构</p>\n<ul>\n <li><a href=\"https://preview.ideastatica.com/support-center/smooth-results-with-precise-meshing#25-1-CHS-mesh\">CHS 构件有限元网格更新</a></li>\n <li><a href=\"https://preview.ideastatica.com/support-center/updated-cbfem-solver#member-calculation-25-1\">Member 中的分步分析</a></li>\n <li><a href=\"https://preview.ideastatica.com/support-center/steel-pins#25-1-pin-buckling\">含销钉模型的屈曲计算</a></li>\n <li><a href=\"https://preview.ideastatica.com/support-center/connection-analysis-0-or-doesn-t-reach-100#warning-big-deformation\">大变形警告</a></li>\n</ul>\n<p>混凝土</p>\n<p>对底层分析模型进行了若干重要改进。锚栓网格已细化，粘结刚度已重新标定，锚栓与混凝土块之间的约束体系已得到增强，以更好地反映实际荷载-滑移行为。此外，基于内部研究、多项研究成果及规范指导，对剪力荷载作用下锚栓承压于混凝土的接触相互作用进行了调整。这些改进整体上提高了荷载传递机制的真实性，这意味着结果可能与旧版本有所不同——通常更加真实且偏于保守程度较低，但仍保持安全。</p>\n<p>请阅读 IDEA StatiCa 25.1 发行说明中的<a data-item-id=\"e10d94b2-d7f4-48d0-ba3b-0ac3e73a8fb9\" href=\"\">亮点</a>和<a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\">完整改进列表</a>。</p>\n<h3>版本 25.0 的变更</h3>\n<p>钢结构</p>\n<ul>\n <li><a data-item-id=\"19493ffb-f7cc-4070-8da9-7de73a4104fb\" href=\"\">几何非线性分析</a>（GMNA）</li>\n <li><a data-item-id=\"39838f72-2f1e-4385-9393-952efa63dc20\" href=\"\">焊缝扩展区域</a></li>\n</ul>\n<p>请阅读 IDEA StatiCa 25.0 发行说明中的<a data-item-id=\"4092856c-6824-4dcf-b42e-4a7a9b561c83\" href=\"\">亮点</a>和<a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\">完整改进列表</a>。</p>\n<h3>版本 24.1 的变更</h3>\n<p>钢结构</p>\n<ul>\n <li><a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">锚固规范校核的自动规范选择</a></li>\n <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">螺栓和销钉孔周围网格划分改进</a></li>\n</ul>\n<p>混凝土</p>\n<ul>\n <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">Detail 3D 正式版发布</a> 并通过锚固验证</li>\n <li><a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\">剪力传递</a> （通过锚栓、抗剪键和摩擦）</li>\n <li><a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">侧扭屈曲</a> （仅限欧洲规范）</li>\n</ul>\n<p>请阅读 IDEA StatiCa 24.1 发行说明中的<a data-item-id=\"2930d8aa-f173-4be0-a2eb-6142785d5361\" href=\"\">亮点</a>和<a data-item-id=\"17d58b3b-ad50-4d8b-9be5-8c387010e618\" href=\"\">完整改进列表</a>。</p>\n<h3>版本 24.0 的变更</h3>\n<p>钢结构</p>\n<ul>\n <li><a data-item-id=\"a812ce0d-b124-4e23-a47a-c23596542092\" href=\"\">Member 中的面外荷载警告</a> （补丁 23.1.1）</li>\n <li><a data-item-id=\"af78d64f-182b-4c58-ac7d-4f5e02505e9b\" href=\"\">使用切割操作延伸构件</a></li>\n</ul>\n<p>混凝土</p>\n<ul>\n <li><a data-item-id=\"431204ff-fe93-46cb-ab0c-eb74dc6bff6d\" href=\"\">楼板抗剪承载力的精确计算</a> （补丁 23.1.2）</li>\n</ul>\n<p>BIM 与云服务</p>\n<ul>\n <li><a data-item-id=\"e6265d1f-5135-46de-91cf-05c783c4ffc8\" href=\"\">Checkbot 免费结构设计中心，支持所有受支持的有限元分析和 CAD 软件</a>，以及免费 Viewer 插件的终止</li>\n</ul>\n<p>请阅读 IDEA StatiCa 24.0 发行说明中的<a data-item-id=\"d20b6ced-cb86-4b2c-9488-1788032ab730\" href=\"\">亮点</a>和<a data-item-id=\"52afe115-4e0f-4c6a-be42-e82757fdb937\" href=\"\">完整改进列表</a>。</p>\n<h3>版本 23.1 的变更</h3>\n<p>钢结构</p>\n<ul>\n <li><a data-item-id=\"b4706514-8348-4710-918e-fd6b6e80c5f5\" href=\"\">焊缝——自动设计、输入、警告、可视化</a></li>\n <li><a data-item-id=\"a92ec89a-9706-46a2-9681-e08ce1a1cec9\" href=\"\">剪力位置输入与可视化</a>（自补丁 23.0.5 起）</li>\n <li><a data-item-id=\"1352883b-0a63-4fa5-b379-7fa5536c9b4e\" href=\"\">高强钢空心截面的屈服强度折减</a></li>\n <li><a data-item-id=\"139d124d-d3e0-463d-979a-86ae271d3e81\" href=\"\">连接同一板件的焊缝和螺栓警告</a>（自补丁 23.0.4 起）</li>\n <li><a data-item-id=\"1148f543-3884-4985-b774-b8cc13147689\" href=\"\">填充板（垫板）识别</a>（自补丁 23.0.3 起）</li>\n <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">欧洲规范中螺栓和焊缝的构造改进</a>（自补丁 23.0.2 起）</li>\n <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">锚栓规范校核的限制</a>（自补丁 23.0.2 起）</li>\n <li><a data-item-id=\"2cc695f0-16cc-40cf-87c4-c5f8c4ca6605\" href=\"\">节点设计材料值的详细计算显示在板件结果表中</a></li>\n <li>AISC360-22 的 AISC 钢材和螺栓等级材料（自补丁 23.0.4 起）</li>\n <li><a data-item-id=\"e9a04b3d-e2e6-4408-b09d-8403b233380f\" href=\"\">Member 中的奇异性检测</a>（自补丁 23.0.3 起）</li>\n</ul>\n<p>混凝土</p>\n<ul>\n <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">RCS 中的相互作用规范校核改进</a>（自补丁 23.0.2 起）</li>\n</ul>\n<p>请阅读 <a data-item-id=\"068f049a-e99f-4d33-9148-692c33fad018\" href=\"\">IDEA StatiCa 23.1 发行说明</a>中的完整改进列表。</p>\n<h3>版本 23.0 的变更</h3>\n<p>钢结构</p>\n<ul>\n <li><a data-item-id=\"b43e9a21-f95d-40c7-96be-62c96573bc3b\" href=\"\">AISC 抗震预认证节点的资质校核</a></li>\n <li><a data-item-id=\"20bea177-2a2e-4326-adb2-82c7e021cae7\" href=\"\">ANSI/AISC 360-22、CSA S16:19 标准及台湾截面更新</a> </li>\n <li><a data-item-id=\"d4c5223a-47bd-4c4a-b3cf-041381232705\" href=\"\">带支架锚栓</a>（自补丁 22.1.5 起）</li>\n <li><a data-item-id=\"1fa719d0-2d65-42bb-b892-7b1bdb540d77\" href=\"\">薄壁构件和锚栓的欧洲规范更新</a></li>\n <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">欧洲规范中螺栓和焊缝的构造改进</a> （自补丁 23.0.2 起）</li>\n <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">锚栓规范校核的限制</a> （自补丁 23.0.2 起）</li>\n <li><a data-item-id=\"ae8ec5d5-7aff-4dc1-9e94-a414912414c1\" href=\"\">Member 和 Connection 模型中的边索引</a></li>\n <li><a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">荷载极值选择</a> （自补丁 22.1.3 起）</li>\n</ul>\n<p>混凝土</p>\n<ul>\n <li><a data-item-id=\"77cd8496-7dd0-44e8-8153-3f7498958c0c\" href=\"\">Detail 中的应力限制校核功能</a></li>\n <li><a data-item-id=\"11765fc5-842e-4fe5-afed-c54104da47d5\" href=\"\">Detail 中长期损失的实现</a></li>\n <li><a data-item-id=\"b2f21cdf-2d85-4815-ad24-fbe41ac65093\" href=\"\">Detail 中 ACI 318-19 的改进</a></li>\n <li><a data-item-id=\"358763b8-7373-444f-ab5f-d207d38e281b\" href=\"\">Detail 中英制舍入改进</a></li>\n <li><a data-item-id=\"9e5fe158-5f4a-4be7-ad2b-63ccbd5b419e\" href=\"\">Beam 中挠度的等效时间</a> （自补丁 22.1.3 起）</li>\n <li><a data-item-id=\"fcf88cfa-ef51-4afa-a139-917a5f1f8cbb\" href=\"\">混凝土 Member 中的三角形网格</a></li>\n <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">RCS 中的相互作用规范校核改进</a> （自补丁 23.0.2 起）</li>\n</ul>\n<p>请阅读 <a data-item-id=\"9a275699-6cf5-48a3-ac7c-1154c4c1331a\" href=\"\">IDEA StatiCa 23.0 发行说明</a>中的完整改进列表。</p>\n<h3>版本 22.1 的变更</h3>\n<p>钢结构</p>\n<ul>\n <li><a data-item-id=\"eed5a14c-0581-42b1-8a67-7181fb8d4fdf\" href=\"\">钢-木节点中纹理方向角</a></li>\n</ul>\n<p>混凝土</p>\n<ul>\n <li><a data-item-id=\"eac075cc-9e8a-4d0b-b678-e94b527863df\" href=\"\">GMNIA 求解器扩展至剪力和扭转效应</a></li>\n</ul>\n<p>请阅读 <a data-item-id=\"8136efc3-3a87-48df-9cb2-890edbe4cfb2\" href=\"\">IDEA StatiCa 22.1 发行说明</a>中的完整改进列表。</p>\n<h3>版本 22.0 的变更</h3>\n<p>钢结构</p>\n<ul>\n <li><a data-item-id=\"da6f80aa-abfd-4e64-b691-1dc7ea8e3d4c\" href=\"\">默认荷载平衡</a></li>\n <li><a data-item-id=\"a2f4a486-315f-4571-a9b3-abdcfff0b7a8\" href=\"\">疲劳分析——结果显示方式</a></li>\n <li><a data-item-id=\"f89307a5-4bac-4632-bb5f-1a2586f199a3\" href=\"\">空心截面穿透螺栓警告</a></li>\n <li>Connection Lite 更新</li>\n</ul>\n<p>混凝土</p>\n<ul>\n <li><a data-item-id=\"293fcced-8994-4a81-a805-88267657c66a\" href=\"\">根据欧洲规范更新混凝土柱法向力偏心距定义</a></li>\n</ul>\n<p>请阅读 <a data-item-id=\"29c317b9-212a-4207-8b4f-16d75c99ea4d\" href=\"\">IDEA StatiCa 22.0 发行说明</a>中的完整改进列表。</p>\n<h3>版本 21.1 的变更</h3>\n<p>钢结构</p>\n<ul>\n <li><a data-item-id=\"c3e0558d-c799-44e3-8961-57cdbc9434d9\" href=\"\">21.1 及更高版本中螺栓承压类型选项</a></li>\n <li><a data-item-id=\"6a1966e1-7905-4ced-a002-c8f568072d4c\" href=\"\">根据欧洲规范（EN）和印度标准（IS）的焊缝规范校核细则</a></li>\n <li><a data-item-id=\"7510a749-ad18-4a34-bacf-44b7b9647bde\" href=\"\">根据 SP 16 更新抗滑移规范校核</a></li>\n</ul>\n<p>对于 <strong>Template Manager</strong> 用户，请使用版本 21.1 将<a data-item-id=\"f15a7793-7b4f-4714-b8aa-13f6579d95e6\" href=\"\">您的设计迁移至新的节点库</a>。</p>\n<p>请阅读 <a data-item-id=\"6e8b2b16-b334-4518-9317-cf64b8503410\" href=\"\">IDEA StatiCa 21.1 发行说明</a>中的完整改进列表。</p>\n<h3>版本 21.0 的变更</h3>\n<p>自版本 21.0 起最大的变化在于 Connection 中构件的分析模型，请阅读<a data-item-id=\"521c376f-96f7-4217-b0ee-29cc1d404d34\" href=\"\">更新的 CBFEM（基于组件的有限元模型）求解器</a>文章，以及<a data-item-id=\"2b6ef976-6002-4d3a-aea1-1d974d1b2599\" href=\"\">凝聚超单元——不可见但不可或缺</a>博客文章。变更的影响也在 <a data-item-id=\"d6b52773-3d62-47c6-b200-ea5d94f669b8\" href=\"\">IDEA StatiCa 21.0 版本分析模型改进</a>文章中有所描述。</p>\n<p>请阅读 <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">IDEA StatiCa 21.0 发行说明</a>中的完整改进列表。</p>\n<h3>版本 20.1 的变更</h3>\n<p>以下文章描述了新旧版本之间的主要差异。</p>\n<ul>\n <li><a data-item-id=\"8f9596de-f78e-4169-ad3a-79d88ef7bd6f\" href=\"\">接触模型改进</a></li>\n <li><a data-item-id=\"040fcb75-d544-4d75-bc49-182d150177d7\" href=\"\">对接焊缝升级模型</a></li>\n <li><a data-item-id=\"26804761-f112-4709-a9a5-4f54410ddc34\" href=\"\">欧洲规范螺栓承压距离</a></li>\n <li><a data-item-id=\"16cdb752-6f79-408d-81b6-cc33f0b41778\" href=\"\">连接板偏心</a></li>\n</ul>\n<p>请阅读 <a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\">IDEA StatiCa Steel 20.1 发行说明</a>和 <a data-item-id=\"79ff8a70-a79d-483c-8ce8-218a5f43cadc\" href=\"\">IDEA StatiCa Concrete 20.1 发行说明</a>中的完整改进列表。</p>\n<h3>版本 20 的变更</h3>\n<p><strong>角钢加工操作重构</strong></p>\n<p>在旧版本中，角钢加工操作有时会导致 L 形截面肢互换，主要发生在构件沿纵轴旋转时。从现在起，L 形截面可正确定位，在对构件施加旋转时，肢的方向保持不变。新的底层机制基于新的构件定位方式（通过其局部坐标系坐标，而非旋转角度）。</p>\n<p><strong>有限元分析/CAD 软件中构件的局部坐标系</strong></p>\n<p>有限元分析/CAD 软件中的所有构件实体均以其定义轴具有起点和终点的方式创建。这两个点作为向量用于定义构件的局部坐标系。在每个有限元分析/CAD 软件项目中，这些数据信息均被存储，并可在导入时使用。我们利用了这一特性，有助于提高 BIM 链接几何导入的正确性。另一方面，这改变了规则，用户必须注意在有限元分析/CAD 中创建模型的方式，因为这也会影响 CBFEM（基于组件的有限元模型）Connection 模型。建议在从有限元分析/CAD 项目导入到版本 20 时予以注意，构件的局部坐标系可能会改变模型，与导入到旧版本的模型相比差异明显。 </p>\n<figure data-asset-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" data-image-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/8df14b81-7a90-42db-9b62-e7e511acf069/CleatRefactoring.png\" data-asset-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" data-image-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" alt=\"\"></figure>\n<p><strong>Member 软件项目兼容性</strong></p>\n<p>IDEA StatiCa Member 软件经历了敏捷开发，尤其是数据存储架构和引导式用户界面。因此，在旧版本中创建的项目在版本 20 中可能无法正确打开，或软件可能无法打开这些项目。请注意这一情况，并对 IDEA StatiCa 带来的不便表示谅解。 </p>\n<p>请阅读 <a data-item-id=\"4ba1aea8-5819-4504-bfc7-717be84625d1\" href=\"\">IDEA StatiCa Steel 20.0 发行说明</a>和 <a data-item-id=\"2c50b5cb-2dde-450d-89bd-989d1b561084\" href=\"\">IDEA StatiCa Concrete 20.0 发行说明</a>中的完整改进列表。</p>\n<h3>版本 10.1 及更早版本的变更</h3>\n<p>新图形用户界面背后的原因之一是许多工程师表示：\"IDEA StatiCa Connection 需要更加防错\"。这些\"错误\"通常与以下方面有关：</p>\n<ul>\n <li>设置正确的<strong>构件长度</strong>——在构件极短或极长的情况下，这会对结果产生重大影响。自版本 9 起，IDEA StatiCa Connection 自动为所有构件设置合适的长度。</li>\n <li><strong>焊缝</strong>——应力塑性重分布是迄今为止最精确的焊缝设计方法，于版本 7.1 中引入。在版本 8 期间作为过渡阶段，该方法为默认方法，与其他评估方法并存。自版本 9 起，该方法是唯一可用的选项，其他评估方法已被移除，以避免用户混淆（这一问题已通过我们的技术支持渠道得到反映）。这确保了项目中所有焊缝均经过安全设计并符合规范要求。</li>\n</ul>\n<p>自版本 9.0 起，我们为 IDEA StatiCa Connection 实施了若干<strong>控制机制</strong>——当节点以推荐方式建模时进行自动校核（奇异性校核、构件长度、偏移量等）。如果节点建模不当，计算将中断或显示错误信息。请注意，由于上述所有改进，打开旧版本项目可能导致模型几何形状不同，可能需要进一步编辑。</p>\n<p>我们还改进了空心截面构件的<strong>网格划分</strong>——自版本 9.0 起，IDEA StatiCa Connection 对空心截面构件生成更精细的网格，与旧版本相比可能导致结果略有不同。</p>\n<p>每次打开旧版本项目时，我们都会显示兼容性警告：</p>\n<figure data-asset-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" data-image-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/4f3f50d3-c4a7-4a36-bcac-0314ba747522/Opening%20older%20models%20in%20current%20version.png\" data-asset-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" data-image-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" alt=\"\"></figure>"
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"value": "<h2>24.0 版本亮点</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"fb8766b1_ae44_0161_b3ae_5ab730d94558\"></object>\n<h2>钢结构节点设计</h2>\n<ul>\n <li><a data-item-id=\"07f0d4e0-790e-4ddc-82eb-6bff094488b3\" href=\"\"><strong>参数化模板</strong></a>可将标准节点的操作步骤减少多达 80%。 </li>\n <li><a data-item-id=\"987e0d3d-116f-47b8-8fea-cd8dde608cc3\" href=\"\"><strong>插图</strong></a><strong> </strong>现包含<strong> </strong>详图人员所需的全部数据（可编辑、可读取）。 </li>\n <li><strong>节点库</strong>数据库从 40 万条增至 70 万条，并新增筛选条件（AISC/EN 等）。 </li>\n <li>一键<a data-item-id=\"0248496a-4acc-4b33-8842-4afe0bd9e802\" href=\"\"><strong>焊缝尺寸设计</strong></a><strong> </strong>，可按节点中所有焊缝的全承载力进行设计。 </li>\n <li><a data-item-id=\"5d596a87-216d-478c-9091-8e8f710ad06e\" href=\"\"><strong>螺栓自动设计</strong></a>，适用于受剪节点。</li>\n <li><a data-item-id=\"d65d8320-3860-4fbc-984c-a73163766798\" href=\"\"><strong>PJP 焊缝</strong></a>，适用于 AISC</li>\n <li>仅限欧洲规范：<a data-item-id=\"659f367d-2583-4cff-8e95-d103961e93bb\" href=\"\"><strong>销轴</strong></a>建模<strong>，</strong><a data-item-id=\"b5fdc985-c8bd-41af-abf8-d6722fc84d43\" href=\"\"><strong>焊缝优化</strong></a><strong> </strong>（采用机器学习）。 </li>\n <li><a data-item-id=\"cc8f87c9-d20b-43dd-aa50-854bfddabc04\" href=\"\"><strong>AISC 中的带钩锚栓/L 形螺栓</strong></a>（澳大利亚/印度规范的<strong>锚固更新</strong>）。</li>\n <li>一系列<a data-item-id=\"216f23aa-de26-43f7-bf03-59d5c905f88b\" href=\"\"><strong>功能与改进</strong></a>，提升日常建模操作的便捷性。</li>\n <li>可<strong> </strong><a data-item-id=\"a22aefcd-b75f-4a55-a16e-0f1d664dd7e2\" href=\"\"><strong>更改报告语言</strong></a><strong> </strong>，而不影响软件界面语言。</li>\n</ul>\n<h2>混凝土 Detail 设计</h2>\n<ul>\n <li><a data-item-id=\"382192dd-b0af-4352-b8e2-67196db3c59f\" href=\"\"><strong>基础</strong></a><strong>和</strong><a data-item-id=\"62787805-f419-46e2-a87d-5e9d938e10a3\" href=\"\"><strong>墙体</strong></a>在 IDEA StatiCa Detail 中采用三维模型类型。您可对平面外受荷的基础和墙体进行结构设计，并查看其真实受力行为。该功能目前处于 BETA 测试和早期访问阶段，验证工作仍在进行中。 </li>\n <li><a data-item-id=\"c6a63f28-f703-4125-993e-8b2b00d61479\" href=\"\"><strong>直观建模</strong></a>，支持批量修改、更快的三维场景及计算速度。</li>\n <li><a data-item-id=\"a1254395-e1e9-4f5f-9cb2-659d78636ef7\" href=\"\"><strong>报告</strong></a><strong> </strong>完全可自定义，包含理论背景说明及条目重新排序功能。 </li>\n <li>从 Connection 软件<a data-item-id=\"6ef53c71-e5ea-449b-86e5-e040904eac1d\" href=\"\"><strong>导出</strong></a>基础至 Detail。</li>\n <li>一些对 Detail 软件影响深远的<a data-item-id=\"395f4930-13ed-462a-b2ba-1de744864390\" href=\"\"><strong>小幅改进</strong></a>。</li>\n <li>利用 <a data-item-id=\"ede447fe-7a31-421c-951b-b4b5d291ff2d\" href=\"\"><strong>RCS API 实现流畅高效的设计流程</strong></a>。</li>\n</ul>\n<h2>BIM 与 Checkbot</h2>\n<ul>\n <li><a data-item-id=\"e6265d1f-5135-46de-91cf-05c783c4ffc8\" href=\"\"><strong>Checkbot 免费版</strong></a>，面向无 IDEA StatiCa 商业许可证的结构工程师、详图人员、EOR 及其他用户。此版本取代了原有的免费 CAD 插件。 </li>\n <li><a data-item-id=\"eaf4fb86-4078-4f47-8de7-162a1e35d871\" href=\"\"><strong>Checkbot 适用于大型项目</strong></a>，可可靠处理多达 1,000 个节点模型的导入（<30 秒），并因改进的文件渲染而使打开速度提升 50%。 </li>\n <li>云端应用<strong> </strong><a data-item-id=\"8e0407fe-f601-4810-b98b-3725be29d5e9\" href=\"\"><strong>Viewer</strong></a> 现可显示荷载效应，并提升了运行稳定性和加载速度。 </li>\n <li>在<a data-item-id=\"c47fe8a4-faa9-45bd-9e52-346863674f26\" href=\"\"><strong>24.0 支持版本</strong></a>列表中查看与您所用软件的兼容性</li>\n</ul>\n<h2>易用性与许可证</h2>\n<ul>\n <li>通过 <a data-item-id=\"e9466502-2ceb-47a3-a609-499c9c072581\" href=\"\"><strong>单点登录</strong></a>登录及 <a data-item-id=\"71c42530-7c6f-4d69-82ba-5848a74e0ba1\" href=\"\"><strong>用户门户改进</strong></a> </li>\n <li><a data-item-id=\"6a6fd072-8be0-48d4-9319-5a3ebf2ad0c7\" href=\"\"><strong>键盘快捷键</strong></a>及<strong>新增语言</strong>（巴西葡萄牙语） </li>\n <li><a data-item-id=\"eef900db-352e-4c9b-9a4c-4906627857ad\" href=\"\"><strong>共享偏好设置</strong></a>，用于跨项目和软件管理设置 </li>\n <li>新增<a data-item-id=\"681b748a-eb87-4148-8329-a31be6a2c184\" href=\"\"><strong>错误提示</strong></a>及含技术支持中心链接的 <a data-item-id=\"27ac2cc3-d891-4fcd-af3f-ea3b93fbb440\" href=\"\"><strong>工具提示</strong></a></li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n70bf3e7e_32ee_0194_e92f_91e9e534e69b\"></object>"
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"value": "<p><em>本文是\"节点设计RFI\"系列文章之一。<br></em><a href=\"https://www.ideastatica.com/blog?label=connection_design_rfis\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\"><em>阅读系列中的所有文章</em></a><em>。</em></p>\n<h2>当碰撞问题影响设计时</h2>\n<p>我想您一定不难回忆起这样的情形：您的设计在施工现场遭遇了现实的挑战，对吗？ </p>\n<p>有时，结构构件需要容纳一些意料之外的元素，例如： </p>\n<ul>\n <li>公用管道或风管，</li>\n <li>其他结构或非结构构件的碰撞干扰 </li>\n <li>高度调整——梁上的缺口</li>\n <li>请参阅<a href=\"https://www.aisc.org/education/continuingeducation/education-archives/Field-Fixes-and-Solutions/\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">此AISC专题</a>中展示的钢结构施工中的干扰案例。 </li>\n</ul>\n<figure data-asset-id=\"ece4b40d-08e0-4a4c-9701-044975424c88\" data-image-id=\"ece4b40d-08e0-4a4c-9701-044975424c88\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/0fa87c83-baf6-42e6-b19c-e9067c243fcf/2024-10-30_19-54-49.PNG\" data-asset-id=\"ece4b40d-08e0-4a4c-9701-044975424c88\" data-image-id=\"ece4b40d-08e0-4a4c-9701-044975424c88\" alt=\"\"></figure>\n<p>结构工程师经常需要进行原始设计中未曾考虑的调整。这些<strong>现场干扰问题</strong>往往在施工过程后期才出现，需要快速决策以同时保证项目进度和结构完整性。</p>\n<p>AISC强调在设计阶段就对构件开孔进行规划，以避免影响结构性能。当出现意外干扰时，工程师通常会对结构构件进行修改或增加钢筋以维持承载能力。<strong>这些修改虽然有效，但可能会扰乱荷载分布并使设计更加复杂。</strong>每次修改都需要重新计算和验证，以确保结构仍满足设计标准，这可能会导致项目延期。</p>\n<p>行业标准做法通常包括对受影响构件进行加固或重新配置，以维持强度和稳定性。这通常意味着在开孔周围添加加劲板或加固板，以防止因截面削弱而导致破坏。然而，仅靠标准计算可能还不够。虽然Mathcad和Excel模板支持常规校核，但<strong>复杂的修改需要大量重新配置计算公式，导致延误和潜在错误。</strong>在关键情况下，深入分析对于准确评估整体结构性能至关重要。</p>\n<p><strong>IDEA StatiCa通过允许工程师快速建模和测试带开孔构件的各种修改方案，简化了这一过程。</strong>该软件支持高级分析，如刚度分析和屈曲分析，确保任何修改都能维持所需承载能力并满足设计规范。</p>\n<h2>为何使用IDEA StatiCa</h2>\n<ul>\n <li><strong>即时修改</strong>：快速建模构件开孔等变更，实时可视化对结构行为的影响。</li>\n</ul>\n<figure data-asset-id=\"0b372e81-5a33-470f-a225-a72503a2d77c\" data-image-id=\"0b372e81-5a33-470f-a225-a72503a2d77c\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b314c51e-505b-4d5e-a8bc-48b8f52b861f/Gif%20modified.gif\" data-asset-id=\"0b372e81-5a33-470f-a225-a72503a2d77c\" data-image-id=\"0b372e81-5a33-470f-a225-a72503a2d77c\" alt=\"\"></figure>\n<ul>\n <li><strong>高级分析</strong>：除传统校核外，IDEA StatiCa还提供刚度分析和屈曲分析等高级工具，以验证修改后的结构完整性。</li>\n</ul>\n<figure data-asset-id=\"ad38523b-1f6c-4bff-8810-8363df805948\" data-image-id=\"ad38523b-1f6c-4bff-8810-8363df805948\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/711ec528-c272-407a-ae80-5651f3193f0b/2024-10-30_20-05-15.PNG\" data-asset-id=\"ad38523b-1f6c-4bff-8810-8363df805948\" data-image-id=\"ad38523b-1f6c-4bff-8810-8363df805948\" alt=\"\"></figure>\n<ul>\n <li><strong>节省时间的解决方案</strong>：通过在数分钟内模拟多种设计方案，减少人工重复计算，加快决策速度，最大限度地减少延误。</li>\n <li><strong>无缝规范合规</strong>：自动验证修改后的节点是否符合设计标准，无需额外耗时的计算。</li>\n</ul>\n<figure data-asset-id=\"8e477e4b-f85f-44ed-9c5a-b6ea1cec1afd\" data-image-id=\"8e477e4b-f85f-44ed-9c5a-b6ea1cec1afd\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/c7506df5-03ca-47e4-961c-6ef4a0ae4683/2024-10-30_20-23-38.PNG\" data-asset-id=\"8e477e4b-f85f-44ed-9c5a-b6ea1cec1afd\" data-image-id=\"8e477e4b-f85f-44ed-9c5a-b6ea1cec1afd\" alt=\"\"></figure>\n<h2>如何操作？</h2>\n<p>观看视频，了解如何在不到2分钟内通过移除螺栓来重新设计节点。 </p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"cb589434_6c94_01f1_3ebf_124b07772ae6\"></object>\n<h2>总结</h2>\n<p>借助IDEA StatiCa，结构工程师可以自信地快速处理现场干扰问题，在不影响结构完整性的前提下保持项目进度。通过减少重新计算所花费的时间并提高修改的准确性，该软件使团队能够实时适应和创新。最终，这将带来更高效的设计流程，确保项目不仅能按时完成，还能达到最高的安全性和性能标准。</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_b770f10\"></object>"
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"value": "<h2>为何这对工程师至关重要</h2>\n<p>多年来，节点设计往往令人感到重复繁琐。即使某个类似节点已经建模完成，工程师仍不得不从头开始或对现有模型进行大量修改。借助 <a data-item-id=\"4092856c-6824-4dcf-b42e-4a7a9b561c83\" href=\"\">25.0 版本</a>，IDEA StatiCa 消除了这一障碍。现代化界面、丰富的模板库以及可自定义的公司集合三者结合，使工程师能够<strong>更快启动</strong>、<strong>减少修改</strong>，并<strong>将更多精力集中于工程决策，而非软件操作</strong>。</p>\n<p>然而，这还不是全部……</p>\n<p>启动 IDEA StatiCa 中的 Connection 后，您将看到全新的 Connection 向导。</p>\n<p>这是我们过去 12 个月持续推进的界面主题的延续。我们倾听了您的需求，并以此为基础实现了一套一致且连贯的节点设计方法——新向导将原有的基于几何的方式与节点库的引擎有机结合。</p>\n<figure data-asset-id=\"91daa553-3837-40f9-b3c5-ab659226fa4b\" data-image-id=\"91daa553-3837-40f9-b3c5-ab659226fa4b\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/13429b22-95d9-4ee5-baef-df46f31e9d12/NewConnection.png\" data-asset-id=\"91daa553-3837-40f9-b3c5-ab659226fa4b\" data-image-id=\"91daa553-3837-40f9-b3c5-ab659226fa4b\" alt=\"\"></figure>\n<p>这使节点设计工程师能够获取比以往多得多的起始模板。自然，选择越多，灵活性越大，而在缩小搜索范围时，这同样是一项重要需求。</p>\n<p>定义基本几何形状后，您可以使用简单的搜索关键词（例如\"fin\"）来精细筛选合适的节点。搜索结果几乎即时呈现，意味着等待时间更短，初始设计的起点也更优。</p>\n<figure data-asset-id=\"d3c66002-927f-4c6e-929f-7c6d4fda4e01\" data-image-id=\"d3c66002-927f-4c6e-929f-7c6d4fda4e01\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/d1c66244-8144-4e0d-9694-8124dd75642c/FileredList.png\" data-asset-id=\"d3c66002-927f-4c6e-929f-7c6d4fda4e01\" data-image-id=\"d3c66002-927f-4c6e-929f-7c6d4fda4e01\" alt=\"\"></figure>\n<p>如前所述，支撑这一设计选择流程的是节点库的引擎。这进一步允许企业限制向员工开放的设计模板，从而使公司标准的实施和维护更加便捷。</p>\n<h2>公司集合如何确保合规性与一致性</h2>\n<p>借助 <a href=\"https://www.ideastatica.com/support-center/company-sets-selection-in-the-connection-browser\">公司集合</a>，企业可以预先定义设计人员可见的模板，限制可编辑参数，并在整个组织范围内强制执行内部标准。这意味着：</p>\n<ul>\n <li>只能使用经批准的节点类型</li>\n <li>螺栓等级、间距和材料符合内部规格</li>\n <li>减少团队和办公室之间的差异</li>\n <li>内置质量控制，无需额外监督</li>\n</ul>\n<p>对于拥有多个办公室的企业或在受监管环境中工作的团队而言，这在减少错误和简化质量保证方面具有革命性意义。</p>\n<p>功能增强持续推进，现在识别哪些模板包含参数化内容变得更加简便。</p>\n<figure data-asset-id=\"4c66604c-7611-4d99-a912-4d90533fe5bc\" data-image-id=\"4c66604c-7611-4d99-a912-4d90533fe5bc\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/5a2f073f-f239-4d85-8c23-25109c7c3d0f/ParametricIdentifier.png\" data-asset-id=\"4c66604c-7611-4d99-a912-4d90533fe5bc\" data-image-id=\"4c66604c-7611-4d99-a912-4d90533fe5bc\" alt=\"\"></figure>\n<p>参数使控制节点的某些方面变得更加容易，例如：</p>\n<ul>\n <li>螺栓等级</li>\n <li>钢材材质</li>\n <li>板件厚度</li>\n</ul>\n<p>此外，参数还可以组合功能，以驱动节点内部的关联关系。如需了解更多参数化设计信息，欢迎参阅我们的 Campus 课程——<a data-item-id=\"acb9dab8-dc6f-4723-8238-8f22891a6500\" href=\"\">IDEA 参数化设计基础</a>。</p>\n<p>参数可以通过赋予企业和设计人员对设计内容及方式更强的控制力，从而简化整体设计流程。</p>\n<figure data-asset-id=\"619aa25e-9a3a-44bd-b88c-1433f5e4a86d\" data-image-id=\"619aa25e-9a3a-44bd-b88c-1433f5e4a86d\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3ab3e3be-53d5-4e04-b416-2082ffdec46e/ExampleParameters.png\" data-asset-id=\"619aa25e-9a3a-44bd-b88c-1433f5e4a86d\" data-image-id=\"619aa25e-9a3a-44bd-b88c-1433f5e4a86d\" alt=\"\"></figure>\n<p>这包括只需设置一次而非多次的厚度，以及由螺栓数量推导出的螺栓间距……其可能性仅受您的想象力限制。</p>\n<h2>参数化模板如何释放实际效率</h2>\n<p>这不仅仅关乎灵活性，更在于消除冗余。厚度只需设置一次即可应用于多个构件？根据参数化规则自动调整焊缝或螺栓排数？这不仅是巧妙的建模方式，更是<strong>节省了大量</strong>重复手动编辑的时间。由于参数已嵌入可复用的模板中，您的工程意图可以<strong>从项目到项目</strong>持续传承。</p>\n<p>借助 IDEA StatiCa 25.0，我们不仅在改进界面，更在全面改变您的节点设计体验：</p>\n<ul>\n <li><strong>更快启动</strong>——拥有 200 余个经验证的模板</li>\n <li><strong>保持合规</strong>——利用公司集合锁定您的标准</li>\n <li><strong>减少自定义</strong>——得益于内置参数化控制</li>\n <li><strong>安全设计</strong>——所有模板均完全符合规范要求</li>\n</ul>\n<p>结果如何？您和您的团队将把更多时间用于工程设计，而非反复建模。</p>\n<p>何不今天就体验全新的 IDEA StatiCa 25.0 版本？</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"take_idea_statica_24_0_for_a_test_drive_today\"></object>"
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"value": "<p>在大型结构项目中，工程团队通常负责设计和验证数十个乃至数百个钢结构节点。从重复性建模任务到后期设计变更，这些与节点相关的工作流程可能占用大量时间和资源。</p>\n<p>为应对这些挑战，许多工程公司正在转向 IDEA StatiCa，不仅是因为其分析能力，更是因为它所提供的工作流程优化功能。三种具体工具——<strong>Checkbot 分组与批量设计</strong>、<strong>参数化模板</strong>以及<strong>新建节点向导</strong>，<strong> </strong>正在帮助团队简化流程，并在各种规模的项目中保持高效。</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"aa24e89a_db17_0109_a847_fc1fd80c4cae\"></object>\n<h2>Checkbot – 分组与批量设计</h2>\n<p>当同一类型的节点在结构中反复出现时——无论是每根柱子底部的底板，还是多个跨间的梁-梁抗剪节点——重复单独建模和验证步骤会耗费大量宝贵时间。<a data-item-id=\"caeb1a6c-2621-446f-8005-4d2799496a39\" href=\"\">Checkbot</a> 帮助您将这些相似节点合并，使您能够专注于一个参考设计，而无需打开数十个独立文件。</p>\n<p>通过识别构件数量和截面的规律，<strong>Checkbot 允许您在单个节点上进行操作，然后将该节点模型应用于所有匹配的节点</strong>。一旦参考节点设置完成，软件将对整个组执行所有必要的计算、规范校核和荷载组合。您还可以直接在 Checkbot 界面内通过 IFC 将节点导出至 BIM，无需切换程序。</p>\n<figure data-asset-id=\"6db33267-4ea8-4414-9c07-a66a17704ddc\" data-image-id=\"6db33267-4ea8-4414-9c07-a66a17704ddc\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/65faa61b-f067-49d5-818b-6307da332e3b/checkbot.png\" data-asset-id=\"6db33267-4ea8-4414-9c07-a66a17704ddc\" data-image-id=\"6db33267-4ea8-4414-9c07-a66a17704ddc\" alt=\"\"></figure>\n<p>其工作方式如下：</p>\n<ul>\n <li><strong>节点按构件数量和截面类型自动分组</strong>。</li>\n <li><strong>设计一个参考节点</strong>，Checkbot 将其应用于整个组。</li>\n <li><strong>对整个组运行设计校核和分析</strong>，包括所有相关荷载组合，无需逐一打开每个节点。</li>\n <li><strong>单份报告</strong>以摘要或详细格式汇总所有节点信息。</li>\n <li><strong>IFC 导出</strong>将结果直接集成到 BIM 模型中。</li>\n <li><strong>所有操作均在 Checkbot 内完成</strong>，无需在程序之间切换。</li>\n</ul>\n<p>使用 Checkbot 的公司发现，与传统工作流程相比，可节省 50–60% 的时间。通过减少重复建模并集中进行校核，结构工程师可以在不牺牲质量的前提下提高工作效率。Checkbot 在具有重复几何形状的 BIM 或 FEA 模型中尤为有价值，例如梁-柱节点，在数十个相似节点中保持一致性和条理性至关重要。</p>\n<p>为了证明我们的说法，我们进行了一项小测试。 </p>\n<p>在我们关于<a data-item-id=\"f473766d-15da-4182-9f16-ed3bea7d9630\" href=\"\">在 IDEA StatiCa Checkbot 中进行完整节点设计</a>的网络研讨会上，我们询问与会结构工程师，对于一个约有 200 个节点的项目，他们通常需要多长时间来设计节点。 </p>\n<figure data-asset-id=\"f1e80b05-15a5-436d-9d23-cee7efe85d28\" data-image-id=\"f1e80b05-15a5-436d-9d23-cee7efe85d28\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/7068e5f7-65a5-40ae-8e83-f3c339ca76d4/Structure.png\" data-asset-id=\"f1e80b05-15a5-436d-9d23-cee7efe85d28\" data-image-id=\"f1e80b05-15a5-436d-9d23-cee7efe85d28\" alt=\"\"></figure>\n<figure data-asset-id=\"a06a21e8-f3a5-4b40-a829-0d36e681f481\" data-image-id=\"a06a21e8-f3a5-4b40-a829-0d36e681f481\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/b0ac9c9d-0a1e-49a2-8dba-31e79dd1cef0/poll%20results.png\" data-asset-id=\"a06a21e8-f3a5-4b40-a829-0d36e681f481\" data-image-id=\"a06a21e8-f3a5-4b40-a829-0d36e681f481\" alt=\"\"></figure>\n<ul>\n <li>超过 80% 的人表示需要 6 小时以上。</li>\n <li>25% 的人估计需要超过 24 小时。 </li>\n</ul>\n<p>借助 IDEA StatiCa 和 Checkbot，我们仅用了 <strong>2 小时 25 分钟</strong>。您可以轻松计算出该软件通过节省时间多快能收回成本。 </p>\n<figure data-asset-id=\"3a1b19d1-692f-4a0d-898c-6e27c254d472\" data-image-id=\"3a1b19d1-692f-4a0d-898c-6e27c254d472\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/3eb00ae3-75a4-48e6-8e2a-c7ea74099aa0/checkbot.png\" data-asset-id=\"3a1b19d1-692f-4a0d-898c-6e27c254d472\" data-image-id=\"3a1b19d1-692f-4a0d-898c-6e27c254d472\" alt=\"\"></figure>\n<p>如果您想了解其工作原理，请查看下方 Checkbot 工作流程的快速演示，看看重复性节点是如何轻松处理的。 </p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"a6cf294b_3175_014b_036a_64d3f0892dd0\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n7a11d6af_e2d3_015c_977d_f077bc4257d6\"></object>\n<h2>参数化模板</h2>\n<p>设计标准钢结构节点不必是重复性的工作。借助 IDEA StatiCa 的参数化模板，处理简单和模块化节点比以往任何时候都更加便捷，尤其是当项目包含同一基础设计的多种变体时。</p>\n<p><strong>IDEA StatiCa 提供了一个现成参数化模板库</strong>，涵盖常见节点类型，如抗剪翅板、弯矩端板和节点板。这些模板完全参数化，允许结构工程师快速调整厚度、构件尺寸和板件尺寸等输入参数，同时保持设计的整体逻辑。</p>\n<figure data-asset-id=\"4841ab72-8214-4823-be0d-5da39464bfb4\" data-image-id=\"4841ab72-8214-4823-be0d-5da39464bfb4\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/0cc53027-53f7-45a0-a88a-1ffce78cad22/parametric%20templates%20image.png\" data-asset-id=\"4841ab72-8214-4823-be0d-5da39464bfb4\" data-image-id=\"4841ab72-8214-4823-be0d-5da39464bfb4\" alt=\"\"></figure>\n<p>更有价值的是能够<a data-item-id=\"6c8e336a-172b-461f-ad1d-0ae8e5fdac78\" href=\"\"><strong>创建您自己的参数化模板</strong></a>。如果您的团队经常使用在项目间略有差异的标准化设计，这使您能够构建一个针对自身需求定制的起点。只需选择您想要控制的关键参数，根据需要进行调整，然后运行设计校核——所有这些都无需从头构建节点。</p>\n<p>参数化模板可大幅节省时间，尤其适用于重复或模块化节点。对于新用户而言，手动建模可能需要 20-30 分钟，而模板通过允许快速调整几个关键参数，将时间缩短至仅需 5-10 分钟。它们不仅速度更快，还有助于在相似节点类型之间保持一致性。</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b2d7917a_ede7_0129_83d7_153d287d120b\"></object>\n<h2>新建节点向导</h2>\n<p>为了使节点设计的启动更加便捷，新的<a data-item-id=\"cc99ba50-ed96-445b-b357-96fbd857ba58\" href=\"\">节点向导</a>在您启动 IDEA StatiCa Connection 的那一刻就提供了引导式工作流程。新建节点向导无需从空白界面开始，而是让您从几何形状出发，进而呈现<strong>相关模板</strong>，包括<strong>您自己保存的设计！</strong></p>\n<figure data-asset-id=\"0f0a88ea-d332-4edb-98b0-a97eccfb2999\" data-image-id=\"0f0a88ea-d332-4edb-98b0-a97eccfb2999\"><img src=\"https://preview-assets-us-01.kc-usercontent.com:443/66e7a155-be94-0096-73e6-c55dfc7e5788/27e16395-4fb2-4137-ba70-a613ba637366/connection%20wizard.png\" data-asset-id=\"0f0a88ea-d332-4edb-98b0-a97eccfb2999\" data-image-id=\"0f0a88ea-d332-4edb-98b0-a97eccfb2999\" alt=\"\"></figure>\n<p>其帮助方式如下：</p>\n<ul>\n <li><strong>选择所需的几何布局</strong>，向导将相应筛选模板。</li>\n <li><strong>保存您自己的节点</strong>，以便下次启动项目时自动显示。</li>\n <li><strong>无需再翻查文件夹</strong>或试图回忆上次使用的文件——直接选择并开始工作。</li>\n</ul>\n<p>真正的优势在于：您的自定义节点模板现已内置于启动工作流程中。它们不再隐藏在文件目录中或与旧版本绑定——它们已集成、可访问，并在启动界面即可使用。</p>\n<p>无论您是在团队间标准化节点，还是在多个项目中管理重复设计，该向导都为每个节点工作流程的开始带来了<strong>速度</strong>、<strong>条理</strong>和<strong>可靠性</strong>。</p>\n<h2>在最关键的地方节省时间</h2>\n<p><a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">节点设计</a>往往归结为重复——重复的几何形状、荷载、修改意见和任务。这正是 IDEA StatiCa 发挥真正作用的地方：通过自动化和简化工作流程中可重复的部分，让您能够将工程时间集中在最重要的地方。</p>\n<p>通过在 Checkbot 中进行分组和批量设计、调整参数化模板，以及从基于向导的节点库开始工作，结构工程师可以自信地说，他们不仅仅是更努力地工作，而是更<strong>智慧</strong>地工作。</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"get_a_free_trial___connection_design\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n9c602d18_07e5_0102_adc8_359d781c377d\"></object>"
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