CN201459954U - Thermal-insulation shear wall with double-layer steel plate - Google Patents
Thermal-insulation shear wall with double-layer steel plate Download PDFInfo
- Publication number
- CN201459954U CN201459954U CN2009200734584U CN200920073458U CN201459954U CN 201459954 U CN201459954 U CN 201459954U CN 2009200734584 U CN2009200734584 U CN 2009200734584U CN 200920073458 U CN200920073458 U CN 200920073458U CN 201459954 U CN201459954 U CN 201459954U
- Authority
- CN
- China
- Prior art keywords
- double
- edge
- steel
- thermal
- stiffening rib
- Prior art date
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 55
- 239000010959 steel Substances 0.000 title claims abstract description 55
- 238000009413 insulation Methods 0.000 title abstract description 14
- 239000000463 material Substances 0.000 claims abstract description 8
- 239000011810 insulating material Substances 0.000 claims description 10
- 238000004321 preservation Methods 0.000 claims description 9
- 239000011150 reinforced concrete Substances 0.000 claims description 9
- 239000004567 concrete Substances 0.000 claims description 8
- 238000010276 construction Methods 0.000 abstract description 4
- 210000000614 Ribs Anatomy 0.000 abstract 3
- 238000009418 renovation Methods 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 239000011494 foam glass Substances 0.000 description 2
- 239000011491 glass wool Substances 0.000 description 2
- 239000011490 mineral wool Substances 0.000 description 2
- 239000003973 paint Substances 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 229920003023 plastic Polymers 0.000 description 2
- 229920002223 polystyrene Polymers 0.000 description 2
- PZZOEXPDTYIBPI-UHFFFAOYSA-N 2-[[2-(4-hydroxyphenyl)ethylamino]methyl]-3,4-dihydro-2H-naphthalen-1-one Chemical compound data:image/svg+xml;base64,<?xml version='1.0' encoding='iso-8859-1'?>
<svg version='1.1' baseProfile='full'
              xmlns='http://www.w3.org/2000/svg'
                      xmlns:rdkit='http://www.rdkit.org/xml'
                      xmlns:xlink='http://www.w3.org/1999/xlink'
                  xml:space='preserve'
width='300px' height='300px' viewBox='0 0 300 300'>
<!-- END OF HEADER -->
<rect style='opacity:1.0;fill:#FFFFFF;stroke:none' width='300' height='300' x='0' y='0'> </rect>
<path class='bond-0 atom-0 atom-1' d='M 87.4972,158.204 L 64.3196,165.967' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:2.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-0 atom-0 atom-1' d='M 82.4679,154.733 L 66.2436,160.167' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:2.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-21 atom-6 atom-0' d='M 92.3628,134.25 L 87.4972,158.204' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:2.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-1 atom-1 atom-2' d='M 64.3196,165.967 L 46.0078,149.776' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:2.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-2 atom-2 atom-3' d='M 46.0078,149.776 L 38.5089,152.288' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:2.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-2 atom-2 atom-3' d='M 38.5089,152.288 L 31.01,154.8' style='fill:none;fill-rule:evenodd;stroke:#E84235;stroke-width:2.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-3 atom-2 atom-4' d='M 46.0078,149.776 L 50.8735,125.822' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:2.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-3 atom-2 atom-4' d='M 51.5284,147.156 L 54.9344,130.388' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:2.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-4 atom-4 atom-5' d='M 50.8735,125.822 L 74.051,118.059' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:2.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-5 atom-5 atom-6' d='M 74.051,118.059 L 92.3628,134.25' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:2.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-5 atom-5 atom-6' d='M 73.5596,124.15 L 86.3779,135.484' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:2.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-6 atom-6 atom-7' d='M 92.3628,134.25 L 115.54,126.487' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:2.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-7 atom-7 atom-8' d='M 115.54,126.487 L 133.852,142.677' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:2.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-8 atom-8 atom-9' d='M 133.852,142.677 L 141.351,140.166' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:2.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-8 atom-8 atom-9' d='M 141.351,140.166 L 148.85,137.654' style='fill:none;fill-rule:evenodd;stroke:#4284F4;stroke-width:2.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-9 atom-9 atom-10' d='M 164.236,141.286 L 169.789,146.196' style='fill:none;fill-rule:evenodd;stroke:#4284F4;stroke-width:2.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-9 atom-9 atom-10' d='M 169.789,146.196 L 175.342,151.105' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:2.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-10 atom-10 atom-11' d='M 175.342,151.105 L 198.519,143.342' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:2.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-11 atom-11 atom-12' d='M 198.519,143.342 L 216.831,159.533' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:2.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-22 atom-21 atom-11' d='M 203.385,119.388 L 198.519,143.342' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:2.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-12 atom-12 atom-13' d='M 214.436,159.046 L 212.849,166.856' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:2.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-12 atom-12 atom-13' d='M 212.849,166.856 L 211.263,174.665' style='fill:none;fill-rule:evenodd;stroke:#E84235;stroke-width:2.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-12 atom-12 atom-13' d='M 219.226,160.019 L 217.64,167.829' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:2.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-12 atom-12 atom-13' d='M 217.64,167.829 L 216.054,175.638' style='fill:none;fill-rule:evenodd;stroke:#E84235;stroke-width:2.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-13 atom-12 atom-14' d='M 216.831,159.533 L 240.009,151.769' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:2.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-14 atom-14 atom-15' d='M 240.009,151.769 L 258.32,167.96' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:2.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-14 atom-14 atom-15' d='M 245.993,150.536 L 258.812,161.869' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:2.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-23 atom-19 atom-14' d='M 244.874,127.816 L 240.009,151.769' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:2.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-15 atom-15 atom-16' d='M 258.32,167.96 L 281.498,160.197' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:2.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-16 atom-16 atom-17' d='M 281.498,160.197 L 286.364,136.243' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:2.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-16 atom-16 atom-17' d='M 277.437,155.631 L 280.843,138.863' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:2.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-17 atom-17 atom-18' d='M 286.364,136.243 L 268.052,120.052' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:2.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-18 atom-18 atom-19' d='M 268.052,120.052 L 244.874,127.816' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:2.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-18 atom-18 atom-19' d='M 266.128,125.852 L 249.904,131.287' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:2.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-19 atom-19 atom-20' d='M 244.874,127.816 L 226.562,111.625' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:2.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-20 atom-20 atom-21' d='M 226.562,111.625 L 203.385,119.388' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:2.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<text x='13.6364' y='162.428' class='atom-3' style='font-size:9px;font-style:normal;font-weight:normal;fill-opacity:1;stroke:none;font-family:sans-serif;text-anchor:start;fill:#E84235' >H</text>
<text x='19.8971' y='162.428' class='atom-3' style='font-size:9px;font-style:normal;font-weight:normal;fill-opacity:1;stroke:none;font-family:sans-serif;text-anchor:start;fill:#E84235' >O</text>
<text x='154.097' y='139.803' class='atom-9' style='font-size:9px;font-style:normal;font-weight:normal;fill-opacity:1;stroke:none;font-family:sans-serif;text-anchor:start;fill:#4284F4' >N</text>
<text x='154.097' y='131.199' class='atom-9' style='font-size:9px;font-style:normal;font-weight:normal;fill-opacity:1;stroke:none;font-family:sans-serif;text-anchor:start;fill:#4284F4' >H</text>
<text x='209.032' y='188.375' class='atom-13' style='font-size:9px;font-style:normal;font-weight:normal;fill-opacity:1;stroke:none;font-family:sans-serif;text-anchor:start;fill:#E84235' >O</text>
</svg>
 data:image/svg+xml;base64,<?xml version='1.0' encoding='iso-8859-1'?>
<svg version='1.1' baseProfile='full'
              xmlns='http://www.w3.org/2000/svg'
                      xmlns:rdkit='http://www.rdkit.org/xml'
                      xmlns:xlink='http://www.w3.org/1999/xlink'
                  xml:space='preserve'
width='85px' height='85px' viewBox='0 0 85 85'>
<!-- END OF HEADER -->
<rect style='opacity:1.0;fill:#FFFFFF;stroke:none' width='85' height='85' x='0' y='0'> </rect>
<path class='bond-0 atom-0 atom-1' d='M 26.1797,43.574 L 19.8329,45.6998' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:1.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-0 atom-0 atom-1' d='M 24.8025,42.6235 L 20.3597,44.1116' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:1.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-21 atom-6 atom-0' d='M 27.5121,37.0146 L 26.1797,43.574' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:1.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-1 atom-1 atom-2' d='M 19.8329,45.6998 L 14.8185,41.2662' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:1.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-2 atom-2 atom-3' d='M 14.8185,41.2662 L 12.6287,41.9996' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:1.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-2 atom-2 atom-3' d='M 12.6287,41.9996 L 10.439,42.7331' style='fill:none;fill-rule:evenodd;stroke:#E84235;stroke-width:1.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-3 atom-2 atom-4' d='M 14.8185,41.2662 L 16.1509,34.7068' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:1.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-3 atom-2 atom-4' d='M 16.3302,40.5488 L 17.2629,35.9572' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:1.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-4 atom-4 atom-5' d='M 16.1509,34.7068 L 22.4977,32.581' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:1.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-5 atom-5 atom-6' d='M 22.4977,32.581 L 27.5121,37.0146' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:1.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-5 atom-5 atom-6' d='M 22.3631,34.2489 L 25.8732,37.3524' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:1.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-6 atom-6 atom-7' d='M 27.5121,37.0146 L 33.8589,34.8887' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:1.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-7 atom-7 atom-8' d='M 33.8589,34.8887 L 38.8734,39.3223' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:1.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-8 atom-8 atom-9' d='M 38.8734,39.3223 L 41.0631,38.5889' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:1.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-8 atom-8 atom-9' d='M 41.0631,38.5889 L 43.2529,37.8555' style='fill:none;fill-rule:evenodd;stroke:#4284F4;stroke-width:1.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-9 atom-9 atom-10' d='M 47.1875,38.936 L 48.7111,40.283' style='fill:none;fill-rule:evenodd;stroke:#4284F4;stroke-width:1.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-9 atom-9 atom-10' d='M 48.7111,40.283 L 50.2346,41.6301' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:1.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-10 atom-10 atom-11' d='M 50.2346,41.6301 L 56.5815,39.5043' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:1.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-11 atom-11 atom-12' d='M 56.5815,39.5043 L 61.5959,43.9379' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:1.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-22 atom-21 atom-11' d='M 57.9138,32.9449 L 56.5815,39.5043' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:1.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-12 atom-12 atom-13' d='M 60.9399,43.8047 L 60.4736,46.1007' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:1.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-12 atom-12 atom-13' d='M 60.4736,46.1007 L 60.0072,48.3967' style='fill:none;fill-rule:evenodd;stroke:#E84235;stroke-width:1.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-12 atom-12 atom-13' d='M 62.2518,44.0711 L 61.7854,46.3672' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:1.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-12 atom-12 atom-13' d='M 61.7854,46.3672 L 61.319,48.6632' style='fill:none;fill-rule:evenodd;stroke:#E84235;stroke-width:1.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-13 atom-12 atom-14' d='M 61.5959,43.9379 L 67.9427,41.8121' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:1.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-14 atom-14 atom-15' d='M 67.9427,41.8121 L 72.9571,46.2457' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:1.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-14 atom-14 atom-15' d='M 69.5816,41.4742 L 73.0917,44.5777' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:1.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-23 atom-19 atom-14' d='M 69.2751,35.2526 L 67.9427,41.8121' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:1.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-15 atom-15 atom-16' d='M 72.9571,46.2457 L 79.304,44.1198' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:1.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-16 atom-16 atom-17' d='M 79.304,44.1198 L 80.6364,37.5604' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:1.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-16 atom-16 atom-17' d='M 78.1919,42.8695 L 79.1246,38.2779' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:1.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-17 atom-17 atom-18' d='M 80.6364,37.5604 L 75.6219,33.1268' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:1.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-18 atom-18 atom-19' d='M 75.6219,33.1268 L 69.2751,35.2526' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:1.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-18 atom-18 atom-19' d='M 75.0951,34.7151 L 70.6523,36.2031' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:1.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-19 atom-19 atom-20' d='M 69.2751,35.2526 L 64.2607,30.819' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:1.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<path class='bond-20 atom-20 atom-21' d='M 64.2607,30.819 L 57.9138,32.9449' style='fill:none;fill-rule:evenodd;stroke:#3B4143;stroke-width:1.0px;stroke-linecap:butt;stroke-linejoin:miter;stroke-opacity:1' />
<text x='2.82962' y='46.392' class='atom-3' style='font-size:6px;font-style:normal;font-weight:normal;fill-opacity:1;stroke:none;font-family:sans-serif;text-anchor:start;fill:#E84235' >H</text>
<text x='6.67163' y='46.392' class='atom-3' style='font-size:6px;font-style:normal;font-weight:normal;fill-opacity:1;stroke:none;font-family:sans-serif;text-anchor:start;fill:#E84235' >O</text>
<text x='43.4202' y='40.1965' class='atom-9' style='font-size:6px;font-style:normal;font-weight:normal;fill-opacity:1;stroke:none;font-family:sans-serif;text-anchor:start;fill:#4284F4' >N</text>
<text x='43.4202' y='34.9165' class='atom-9' style='font-size:6px;font-style:normal;font-weight:normal;fill-opacity:1;stroke:none;font-family:sans-serif;text-anchor:start;fill:#4284F4' >H</text>
<text x='58.4635' y='53.4973' class='atom-13' style='font-size:6px;font-style:normal;font-weight:normal;fill-opacity:1;stroke:none;font-family:sans-serif;text-anchor:start;fill:#E84235' >O</text>
</svg>
 C1=CC(O)=CC=C1CCNCC1C(=O)C2=CC=CC=C2CC1 PZZOEXPDTYIBPI-UHFFFAOYSA-N 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000003014 reinforcing Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Abstract
The utility model relates to a thermal-insulation shear wall with a double-layer steel plate, which belongs to the field of buildings. The shear wall comprises the double-layer steel plate, a thermal-insulation material, an edge pillar, an edge beam, steel-plate horizontal and vertical stiffening ribs, a horizontal stiffening rib and a vertical stiffening rib, wherein the double-layer steel plate is nested and fastened between the edge pillar and the edge beam, and the middle part of the double-layer steel plate is filled with the thermal-insulation material. The shear wall is utilized in high-rise and super high-rise structures which have a higher requirement for earthquake fortification and thermal-insulation of a bearing external wall, and can be not only used for a new building but also can be used for existing building consolidation and renovation. The utility model has the advantages of simple structure and convenient construction, and solves the thermal-insulation problem for high-rise and super high-rise shear walls; and moreover, compared with the traditional system regarding external thermal insulation of an external wall and internal thermal insulation of an internal wall, the utility model has the outstanding advantages.
Description
Technical field
The utility model belongs to building field, relates to the heat preservation technology of high-rise and superelevation story shear wall.
Background technology
Because present widely used External Thermal Insulation Technology for External has application life short (needing to change insulation layer in the military service phase of structure), construction trouble and is easy to shortcoming such as cracking, so the sandwich thermal insulated technology of exterior wall has and same life-span of structure, advantage such as not easy to crack, accelerates development at present.But the sandwich thermal insulated technology that how to solve high-rise and superelevation story shear wall is a difficult point, what use was more at present is embedded insulation layer in the middle of reinforced concrete shear wall, this technology is used for the lower structure of the number of plies and still can, be used for high level or superelevation layer structure, then the anti-seismic performance of structure may not meet the demands.
Steel plate shear force wall is a kind of new structural system, the framework that it utilizes edge posts and edge girder to form is born the structure vertical load, be mounted in steel plate between edge posts and the edge girder and bear the horizontal earthquake action of structure, structure stress is reasonable, has following advantage: alleviated the wall thickness of structure, promptly increased the usable floor area of structure; Alleviate dead load, reduced foundation load and geological process simultaneously; The ductility of structure is good, can stand very big distortion; Anti-seismic performance is good, and the test and the performance that have withstood actual earthquake are good; Speed of application is fast.
Summary of the invention
The purpose of this utility model is to solve preferably the insulation problem of high-rise and superelevation layer structural shear wall, the utility model is by build-in double-layer plate between edge posts and edge girder, fill insulant material between double-layer plate, satisfying high-rise and superelevation layer structural seismic set up defences and realized wall thermal insulating in the requirement, realizing anti-seismic performance and the incorporate design of heat-insulating property that shear wall is good.Special needs to be pointed out is, the utility model is two distinct notions with widely used sandwich color steel plate at present, the sandwich color steel plate is mainly used in building maintenance structure, the shearing that self can bear is very little, belong to non-structural element, the thickness of color steel is generally between 0.4mm～1.5mm, double-layer plate shear wall of the present utility model is a structural element, steel plate is used for bearing the horizontal earthquake action of structure, so steel plate thickness is very big, generally between 5mm～60mm, and the steel plate outside need be provided with steel plate level and vertical stiffening rib.
For reaching above purpose, solution of the present utility model is:
A kind of double-layer plate heat-preservation shear wall, it comprises double-layer plate, heat insulating material, edge posts, edge girder, steel plate level and vertical stiffening rib, horizontal stiffening rib and vertical stiffening rib, double-layer plate is mounted between edge posts and the edge girder, fill insulant material between double-layer plate.
Described double-layer plate, the thickness of its every layer steel plate are 5mm～60mm.
The outside of described double-layer plate need be provided with steel plate level and vertical stiffening rib.
Described edge posts is steel column, steel core concrete column and reinforced concrete post; Described edge girder is girder steel, steel tube concrete beam and reinforced concrete beam.
Described edge posts is the I shape steel column, and then this edge posts must be established horizontal stiffening rib; Described edge girder is an i-shape steel beam, and then this edge girder must be established vertical stiffening rib.
The outside of double-layer plate can be provided with fireproof paint by the fire protection requirement of steel work.
The heat insulating material of filling between the double-layer plate can be rock wool, glass wool, polystyrene foam plastics, foam glass.
Owing to adopted above technical scheme, the utlity model has following beneficial effect:
1. double-layer plate is resisted horizontal earthquake action, and the framework that edge posts and edge girder are formed is born vertical load, and structure stress is clear and definite, anti-seismic performance is good, and increases the structure usable floor area, alleviates dead load, easy construction, the technician understands easily when using and grasps, and is convenient to operation.
2. fill insulant material between the double-layer plate has insulation layer and the structure advantage with the life-span.
3. factory prefabricating degree height, easy construction, power transmission are reliable, have realized the load-bearing and the heat insulation integrated design of high-rise and superelevation story shear wall.
Description of drawings
Fig. 1 is used for the steel work schematic diagram for the utility model.
Fig. 2 is used for the reinforced concrete structure schematic diagram for the utility model.
Fig. 3 is used for the encased structures schematic diagram for the utility model.
Reference numeral: 1-double-layer plate, 2-heat insulating material, 3-edge posts, 4-edge girder, 5-steel plate level and vertical stiffening rib, the horizontal stiffening rib of 6-, the vertical stiffening rib of 7-.
The specific embodiment
The utility model is a kind of double-layer plate heat-preservation shear wall, it comprises double-layer plate 1, heat insulating material 2, edge posts 3, edge girder 4, steel plate level and vertical stiffening rib 5, horizontal stiffening rib 6 and vertical stiffening rib 7, double-layer plate 1 is mounted between edge posts 3 and the edge girder 4, and fill insulant material 2 between double-layer plate 1.The thickness of every layer of steel plate of double-layer plate 1 is 5mm～60mm.The outside of double-layer plate 1 need be provided with steel plate level and vertical stiffening rib 5.Edge posts 3 is steel column, steel core concrete column and reinforced concrete post; Edge girder 4 is girder steel, steel tube concrete beam and reinforced concrete beam.Edge posts 3 is the I shape steel column, and then this edge posts 3 must be established horizontal stiffening rib 6; Edge girder 4 is an i-shape steel beam, and then this edge girder 4 must be established vertical stiffening rib 7.The outside of double-layer plate 1 can be provided with fireproof paint by the fire protection requirement of steel work.The heat insulating material 2 of filling between the double-layer plate 1 can be rock wool, glass wool, polystyrene foam plastics, foam glass.Provide several specific embodiments below in conjunction with accompanying drawing.
Embodiment 1
As shown in Figure 1, edge posts 3 and edge girder 4 are I shape shaped steel, edge posts 3 and horizontal stiffening rib 6 thereof, edge girder 4 and vertical stiffening rib 7 thereof all are prefabricated in the factory and weld, at the scene 4 welding of edge posts 3 and edge girder or bolt are in the same place, double-layer plate 1 and heat insulating material 2 are installed after forming whole framework.Mode has two kinds, a kind of every layer of steel plate and steel plate level and vertical stiffening rib 5 for double-layer plate 1 welds together in factory in advance, earlier one deck steel plate and edge posts 3 and edge girder 4 are welded together at the scene, insert heat insulating material 2, weld another layer steel plate then; Another kind of for every layer of steel plate of double-layer plate 1 and steel plate level thereof and vertical stiffening rib 5 being welded together in factory, heat insulating material 2 is filled between the double-layer plate 1, then double-layer plate 1 around welded end plate, after factory is welded into an integral body, at the scene end plate and edge posts 3 are in the same place with edge girder 4 welding or bolt.
Embodiment 2
As shown in Figure 2, edge posts 3 and edge girder 4 are reinforced concrete member, in factory well double-layer plate 1 and steel plate level thereof and vertical stiffening rib 5 prefabricated welding, fill insulant material 2 between the double-layer plate 1, welded end plate around double-layer plate 1, weld anchor plate on the end plate, at the scene anchor plate inserted in the reinforcing cage of edge posts 3 and edge girder 4, then with concreting together.
Embodiment 3
As shown in Figure 3, edge posts 3 is a steel core concrete column, and edge girder 4 is a girder steel, edge girder 4 and stiffening rib 7 thereof can be prefabricated in the factory and weld, by the time after edge posts 3 and edge girder 4 install, begin to install double-layer plate 1 and heat insulating material 2, concrete mounting means is identical with embodiment 1.
The utility model is mainly used in the sandwich thermal insulated of high level or superelevation layer structural shear wall, both can be used for new building, also can be used for the strengthening reconstruction of existing building, has realized the shock resistance of shear wall and the integrated design of insulating power.
Claims (5)
1. double-layer plate heat-preservation shear wall, it comprises double-layer plate (1), heat insulating material (2), edge posts (3), edge girder (4), steel plate level and vertical stiffening rib (5), horizontal stiffening rib (6) and vertical stiffening rib (7), it is characterized in that: described double-layer plate (1) is mounted between edge posts (3) and the edge girder (4), fill insulant material (2) between double-layer plate (1).
2. a kind of double-layer plate heat-preservation shear wall according to claim 1 is characterized in that: described double-layer plate (1), the thickness of its every layer steel plate are 5mm～60mm.
3. a kind of double-layer plate heat-preservation shear wall according to claim 1 is characterized in that: the outside of described double-layer plate (1) need be provided with steel plate level and vertical stiffening rib (5).
4. a kind of double-layer plate heat-preservation shear wall according to claim 1 is characterized in that: described edge posts (3) is steel column, steel core concrete column and reinforced concrete post; Described edge girder (4) is girder steel, steel tube concrete beam and reinforced concrete beam.
5. a kind of double-layer plate heat-preservation shear wall according to claim 1 is characterized in that: described edge posts (3) is the I shape steel column, and then this edge posts (3) must be established horizontal stiffening rib (6); Described edge girder (4) is an i-shape steel beam, and then this edge girder (4) must be established vertical stiffening rib (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200734584U CN201459954U (en) | 2009-06-05 | 2009-06-05 | Thermal-insulation shear wall with double-layer steel plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200734584U CN201459954U (en) | 2009-06-05 | 2009-06-05 | Thermal-insulation shear wall with double-layer steel plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201459954U true CN201459954U (en) | 2010-05-12 |
Family
ID=42387307
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009200734584U CN201459954U (en) | 2009-06-05 | 2009-06-05 | Thermal-insulation shear wall with double-layer steel plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201459954U (en) |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102127941A (en) * | 2010-12-10 | 2011-07-20 | 清华大学 | Steel tube concrete column-double-layer steel plate combined shear wall and construction method thereof |
| CN102912897A (en) * | 2012-10-30 | 2013-02-06 | 沈阳建筑大学 | Partitioned buckling-restrained opening energy dissipation steel plate wall |
| CN103883029A (en) * | 2014-03-11 | 2014-06-25 | 北京工业大学 | Assembling type reinforcing steel plate shear wall |
| CN104358815A (en) * | 2014-11-03 | 2015-02-18 | 河南城建学院 | Prestress metal damper |
| CN104947831A (en) * | 2015-07-07 | 2015-09-30 | 华北理工大学 | Prefabricated assembly type profile steel concrete shear wall and construction method thereof |
| CN105201103A (en) * | 2015-10-09 | 2015-12-30 | 北京工业大学 | Assembly type ribbed steel plate shear wall with frame |
| CN105569224A (en) * | 2016-02-03 | 2016-05-11 | 山东大学 | Concrete-filled steel tube edge restraint overlapping integrated shear wall and preparing and installation methods thereof |
| CN106013506A (en) * | 2016-06-22 | 2016-10-12 | 杭州铁木辛柯钢结构设计有限公司 | Anti-buckling steel plate seismic shear wall provided with stiffening ribs |
| CN106760025A (en) * | 2016-11-18 | 2017-05-31 | 南宁学院 | A kind of functional steel board wall |
| CN106760024A (en) * | 2016-11-18 | 2017-05-31 | 南宁学院 | A kind of preformed hole steel plate wall |
| CN107916753A (en) * | 2016-10-11 | 2018-04-17 | 河南平高电气股份有限公司 | A kind of prefabricated cabin column and the prefabricated cabin using the column |
| CN107916750A (en) * | 2016-10-11 | 2018-04-17 | 河南平高电气股份有限公司 | A kind of prefabricated cabin wall body structure and the prefabricated cabin using the wall body structure |
| CN109339292A (en) * | 2018-11-22 | 2019-02-15 | 尹雄 | A kind of shaped steel combination double steel plate combined concrete shear wall |
-
2009
- 2009-06-05 CN CN2009200734584U patent/CN201459954U/en not_active IP Right Cessation
Cited By (19)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102127941A (en) * | 2010-12-10 | 2011-07-20 | 清华大学 | Steel tube concrete column-double-layer steel plate combined shear wall and construction method thereof |
| CN102127941B (en) * | 2010-12-10 | 2012-11-14 | 清华大学 | Steel tube concrete column-double-layer steel plate combined shear wall and construction method thereof |
| CN102912897A (en) * | 2012-10-30 | 2013-02-06 | 沈阳建筑大学 | Partitioned buckling-restrained opening energy dissipation steel plate wall |
| CN103883029A (en) * | 2014-03-11 | 2014-06-25 | 北京工业大学 | Assembling type reinforcing steel plate shear wall |
| CN104358815A (en) * | 2014-11-03 | 2015-02-18 | 河南城建学院 | Prestress metal damper |
| CN104947831A (en) * | 2015-07-07 | 2015-09-30 | 华北理工大学 | Prefabricated assembly type profile steel concrete shear wall and construction method thereof |
| CN105201103A (en) * | 2015-10-09 | 2015-12-30 | 北京工业大学 | Assembly type ribbed steel plate shear wall with frame |
| CN105201103B (en) * | 2015-10-09 | 2018-07-31 | 北京工业大学 | A kind of assembled band frame ribbing steel plate shear force wall |
| CN105569224A (en) * | 2016-02-03 | 2016-05-11 | 山东大学 | Concrete-filled steel tube edge restraint overlapping integrated shear wall and preparing and installation methods thereof |
| CN105569224B (en) * | 2016-02-03 | 2017-11-24 | 山东大学 | Concrete filled steel tube edge constraint overlaps monoblock type shear wall and preparation and installation method |
| CN106013506B (en) * | 2016-06-22 | 2018-11-13 | 杭州铁木辛柯钢结构设计有限公司 | The anti-buckling steel plate seismic structural wall, earthquake resistant wall of ribbed stiffener |
| CN106013506A (en) * | 2016-06-22 | 2016-10-12 | 杭州铁木辛柯钢结构设计有限公司 | Anti-buckling steel plate seismic shear wall provided with stiffening ribs |
| CN107916753A (en) * | 2016-10-11 | 2018-04-17 | 河南平高电气股份有限公司 | A kind of prefabricated cabin column and the prefabricated cabin using the column |
| CN107916750A (en) * | 2016-10-11 | 2018-04-17 | 河南平高电气股份有限公司 | A kind of prefabricated cabin wall body structure and the prefabricated cabin using the wall body structure |
| CN106760025A (en) * | 2016-11-18 | 2017-05-31 | 南宁学院 | A kind of functional steel board wall |
| CN106760024A (en) * | 2016-11-18 | 2017-05-31 | 南宁学院 | A kind of preformed hole steel plate wall |
| CN106760024B (en) * | 2016-11-18 | 2019-05-14 | 南宁学院 | A kind of preformed hole steel plate wall |
| CN106760025B (en) * | 2016-11-18 | 2019-11-08 | 南宁学院 | A kind of functional steel board wall |
| CN109339292A (en) * | 2018-11-22 | 2019-02-15 | 尹雄 | A kind of shaped steel combination double steel plate combined concrete shear wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101476360B (en) | Novel energy-consumption shock-absorbing filling wall board used for frame structure | |
| CN101581115B (en) | Mixed steel-concrete composite frame structure | |
| CN102433955B (en) | Assembling prefabricated light steel composite load-bearing wall panel | |
| CN102251607B (en) | Reinforced concrete superposed wall node connecting structure and construction method | |
| CN101603336B (en) | Precast concrete short-pier shear wall with infilling wall panel and connecting method thereof | |
| CN104032840B (en) | The prestressing force assembling frame node connecting structure of additional angle steel | |
| CN205894313U (en) | Prefabricated assembled steel pipe retrains frame node entirely | |
| CN105544721B (en) | Light steel energy-saving assembled house and its construction method | |
| CN201924479U (en) | Shear wall structure for low yield point steel coupling beam | |
| CN101603338B (en) | Assembly integrated precast concrete shear wall and construction method thereof | |
| CN104746773A (en) | Prefabricated assembled type self-resetting shear wall structure | |
| CN103924797B (en) | Rural area assembling type steel structure dwelling house system and construction method | |
| CN103993679B (en) | Low layer assembling combined wall house bolt connection node structure | |
| CN202124961U (en) | Profile steel concrete shear wall | |
| CN103195170A (en) | Prefabricated reinforced concrete frame structure system | |
| CN104763080A (en) | Novel assembled integral-type hollow shear wall structure | |
| CN101245618A (en) | Two-side-connection combined steel plate shearing force wall | |
| CN205653923U (en) | Novel big board shear wall structure is secretly supported in prefabricated assembled area of connecting from top to bottom | |
| CN107989227A (en) | A kind of assembled steel reinforced concrete shear walls structure and its preparation and installation method | |
| CN103306531B (en) | Reticulated shell-annular truss frame-irregular-shaped combination column combined support spherical tank system capable of slightly moving | |
| CN103388357B (en) | Shatter-proof, prefabricated steel tube shear Temperature Variation In Buildings of Mixed Structures thing | |
| CN204112525U (en) | Band perps precast shear wall structure in strong concrete precast frame | |
| CN104631659A (en) | Prefabricated assembling type composite plate type concrete double-connection shear wall with hidden supports | |
| CN102296705B (en) | Composite steel pipe concrete column and steel beam connecting node | |
| CN104499567B (en) | Frame structure, frame structure assembly and prefabricating and constructing methods of frame structure assembly |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| C14 | Grant of patent or utility model | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100512 Termination date: 20110605 |
|
| C17 | Cessation of patent right |