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HGT21544-2006_预埋件通用图.pdf

表3错筋间距和边缘距离

7.4锚板尺寸， 7.4.1预埋件错板厚度不宜小于6mm，t宜大于0.6d。 7.4.2受拉和受弯预埋件的锚板厚度t宜大于或等于6/8，6为错筋间距 （图18）.韶官满足≥/16（t<6/8时对膏曲变形系数进行折减）。

7.4.3角钢预埋件的锚板厚度t≥6/6(6为角钢肢宽及14倍角钢厚度)。 7.4.4预埋件上的抗剪钢板厚度t不宜小于6mm，宽度不宣大于50mm； 如图19

8.2套折错简与错采用搭接爆时DB42 242-2014 湖北省建筑地基基础技术规范，应符合图22的要求

8.2套折错筛与错板采用搭接焊时，应符合图22的要求，

8.5钢期确头力求平整以保证与错板平面的接融，

方形构造预理件Mcs

注：错筋墨数元，错筋列数型，销筋直径4.

法.供筋层数销新烈数热.值简直径d

注：0L>2B，L与m在工租设计时注明，错筋层数表，销筛直益

注，①L>2B，L与m在工理设计时生明错筋层数.销筋直经d，

注：①L与率在工程设计时注明+错篇层数#，铺筋直径d.

(4=(L100)/m200~300

圆形角钢框构造预埋件MGk型号角钢锚筋公称质量Mox/BXt(D/m)或ZBXt或n; $d角钢销筋ZAXBXt附图MgxZAXBXr(D/m)(mm)(mm)(kg/m)(kg/m层）Max45X5a(D/m)Z45×53. 37MokZ50X5a(D/m)50X53. 77MGkZ56X5e(D/m)Z56X54. 25Max/63X6a(D/m)63X65. 72MGxZ70X6a(D/m)70X61$106. 410. 093McxZ75X6a(D/m)75×66. 91Mgx/80X6a(D/m)80X67. 38McxZ90X6a(D/m)Z90×68. 35Mak/100X6a(D/m)Z100X69. 37Mox50X5b(D/m)Z50×53. 77Mck/56X5b(D/m)Z56X54. 25MakZ63X6b(D/m)Z63X65.72MokZ70X6b(D/m)Z70X62106. 41Mcx/75X6b(D/m)Z75×66. 910.185L10~20MoxZ80X6b(D/m)Z80X67. 38MxZ90X6b(D/m)Z90X68. 35MakZ100X6b(D/m)Z100X69.37Max/110X8b(D/m)Z110X813. 53MexZ125X8b(D/m)Z125X82$1215.50MaxZ140X10b(D/m)Z140×1021, 490. 356MgxZ160X10b(D/m)Z160X×1024.73圆形角钢框构造预埋件Mck图集号HG/T215442005审赖证按对否设计赵参边17

钢（塑料)管构造预埋件MP型号(S)钢管钢锚环总公称MopDXtSDXtaX质量附图(mm)(mm)(kg)Mcp45X3S45X31, 087Mcr57X3.5S57X3, 51. 385Mcp70X3.5S70 X 3. 5—60X41, 630Mcp76X4S76X41, 870Mcp89X 4S89 × 42, 139Mgp108X4S108×43, 764Mor133X5S133×54, 888Mgp159X6S159X680X66, 225Mcp219X6S219X68. 267Mgp273X8S273X812.021销管Mcp325X8S325X814.175Mcp377X8S377X822.686Mgp426X8S426X825,296Mcp630X10S530X10120X834, 624Mcp630X10S630X1040. 691Mcp820X12S820X1258.122Me1020X12S1020×1271.735钢(塑料)管构造预埋件McP图案号HG/T215442006审核校对查手设计赵春真19• 19 *

方形受力预理件（纯拉、纯剪、弯剪型）M.

方形受力预埋件（纯拉、纯剪、弯剪型）Mrs（续）铺筋锚筋中心至锚板公称质量承载力错板边缘型号(C)V(kN)附图MuAtcAnXndD锚板锚筋N(mm)(mm)(kg)(kg/m)(kN)e=e(mm)(mm)(mm)Omm100mm150mm200mmMus35010c,3X3127.992192,48149, 55123,82114, 04105.70103X314959. 616M,s35010ca10, 890258, 88192.72160.12147, 63136.95Mμs35012c)3503X3165014, 220342. 01237.73199. 75184, 9811. 539172.24Mz35012cg123X3188018, 000421. 40283.18239. 21221.98207, 06Mts40010c3X3127.992192. 48149, 55126. 14117. 0112, 560109,12Mzs40010cg103X3=1412010, 890258.88192.72163,07151, 43141. 3314,220237.73203.23189, 48177.48传力中心线Mrs40012cj4003X31610515. 072342.01M.s40012cz123X3$1818.000421, 40283.18243.26227, 24213.20M,s40014c143X3$20906017.58422, 230525, 90327.75284. 46266.84251.27MLs45012c:3X31614, 220342.01237.73207, 80195,49184. 56123X3=1813019. 076Mus45012cz45018. 000421, 40283. 18248,57234.25221, 503X32011522. 25522.255525, 90327.75290, 27274,57260.,48M.s45014c14Ms50014c143X31814027. 47518.000436. 67283, 18250.51236.84224.59M,50016c5003X3208022,230542. 87327, 75292.26277,26263.71M,s50016cs163X32212531.40026.820641, 94370.14331. 68315. 30300, 46Mrs55014c143X341816533.24518.000436, 67283,18251.33237.96225.93Mrs55016c550163X32015010037. 99422.230542, 87327, 75293.17278.48265.19Mzs55018c183X32214042.74326,820660.60370, 14333.303, 66Mμs60016c163X342017545.21622.230542.8732703266.61MLs60018cs600183X392216012050.86826.820660.60370305.18M,s60020c203X3225056.52026.8201370.335320.41306.66方形受力预埋件（纯拉、纯剪、图集号HG/T弯剪型)MLs215442006审接M校对李可设计参22

矩形受力预埋件（纯拉、纯剪、弯剪型）MLR锚板筋锚筋中心至错板边缘公称质量承载力型号(B)MABtbBnXnfdCD板错筋NV(kN)附图(mm)(mm)((mm)(mm)(mm)/(mm)(kg)(kg/m)(kN)eEeeme=a0mm100mm150mm200mmMLr1501808b1801. 69630.1620.1115, 08M,1502008b20082X2410401. 8842. 46860.3253. 9536. 1924. 1318. 10MLr1502408b82. 26140.1432.1724024. 13Mux15024010b102X2$122.8263. 55287.7673. 8055, 7746, 8135. 11ML1502508b2502×210502. 3552. 46860.3253. 9539. 4730, 1622. 62Mus15025010b102X2$122. 9443. 55287.7615073. 8054. 8743. 884532. 91Mx1503008b82X24102.8262. 46860. 3253. 9540. 1432. 1724. 13Mx15030010b,3002X2$12703. 55287. 7673. 8055. 7746. 8135. 11传力中心能Mls15030010bg102X2$143. 5334. 840115.0695. 1772. 2061. 3646. 02MLx15035010b102X2124. 1213.55287, 7673. 8058. 0152. 4041. 69Ms15035010b3502X×2$14804. 840115,.0695. 1775. 0667. 8954. 65M,15035012b122X2164.'9466. 320152. 00117. 4093. 9185. 3772. 20Mx2002208b22082X2102. 7632, 46860, 3253, 9536, 1924. 1318. 10Ic博分clMur2002408b24083. 01438. 7328. 1521, 11Mcr20024010b102X2§12503. 7683, 55287, 7673. 8039, 3829. 9122. 43Mux2002508b25082X26103. 1402. 46860, 3253. 9539, 4730, 1622. 62Mn20025010b102X2§123. 9253, 55287, 7673. 8054, 8743. 8832. 91Mux2003008b20082X2p103. 768702. 46860. 3253, 9540, 1432, 1724. 13M.r20030010b,300102X2↓12703, 55287, 7673, 804. 71055. 7746. 8135, 11Ms20030010b2X2$144. 840115. 0695. 1772. 2061. 3646. 02Mx20035010b;102X26125. 4953. 55287, 7673. 8058, 0152. 4041. 69Mux20035010bs3502X214804. 840115, 0695. 1775. 0667, 8954. 65Mux20035012b,122X2p166. 5946. 320152. 00117. 4093, 9185. 3772. 20MLx20035012bz2X2§188. 000187. 29139. 84112.61102, 6288.96矩形受力预理件(纯拉、纯剪、弯剪型)MLR图集号HG/T21544—2006审核证校对设计私25• 25 ,

矩形受力预埋件（纯拉、纯剪、弯剪型）M（续

矩形受力预埋件（纯拉、纯剪、弯剪型）MLR（续）锚筋中心至锚板错筋铺板边缘公称质量承载力型号(B)MA.BtbnXndd锚板锚筋NV(kN)BCD附图(mm)<(mm)(mm)(mm)(mm)((mm)(kg)(kg/m)(kN)e=e=em150mmeOmm100mm200mmMu25035010b102X2$126.8693, 55287.7673. 8058. 0152. 4041. 69Mx25035010bz3502×2144. 840115,0695. 1775.0667.8954, 65Mux25035012b,122X2168, 2436, 320152.00117. 4093. 9185.3772. 20Mua25035012bz2X2$188.000187. 29139.84112.61102.6288. 96Mx25037012b2X2166. 320152. 0017.4095.7387.6479.80Mux25037012b250370122X2$18858. 7148, 000187. 29139,84114.74105.2997, 27Mrx25037014b142X22010. 1669, 880233.73161.85134.55124.08115,13Mux25040012b,122X2$169. 4206. 320152, 00117, 4097.992X261890.5184. 09Max25040012b4008, 000187.29139.84117.37108.64101,12传力中心线Mur25040014b142X2208010. 9909. 880233, 73161.85137.4527.119, 44Mx30035012bl350122X2$169. 8916, 320152.00117.4093, 9185.3772.20Mur30035012b2X2188.000187, 291139.84112.61102.6288.96Mu30037012b122×2$1610.4566.320152.00117.4095, 7387.6479.80Mx30037012b;3702X2183001058.000187.29139.84114.. 74105.2997. 27M.s30037014b2X×22012. 1999.880161.85134.5514233.73124.08115.13M,30040012b,122X21611.3046. 320152. 00117, 4097. 9984. 09Mu30040012b,4002X2$188.000187.29139,84M.:30040014b142X2$2013.1889.880233.73161, 85137.45127.Mue35037012b,2X2$1612. 1996.320152. 00|117. 401295.73M..35037012b87.6479.803702X29188. 000187.29139, 84114. 74105.2997.27Ma35037014b350142X2$208014.2329. 880130233.73161,85134,55115.13Max35040012b122X2$1613.1886.320152.0017. 4097.9990.5184.09Mux35040012bs4002X2$188. 000187.29139.84/117,377108.64101.12Mu35040014b142X242015.3869.880233.73161.85/137,45127.81119.44矩形受力预埋件（纯拉、纯剪，图集号HG/T弯剪型)MLR21544—2006审核证校对查子设计玉春27+ 27

矩形受力预埋件（纯拉、纯剪、弯剪型）MLr（续）

矩形受力预埋件（纯拉、纯剪、弯剪型）MLR（续）

矩形受力预埋件（纯拉、纯剪、弯剪型）M.（续）

矩形受力预埋件（纯拉、纯剪、弯剪型）M象（续）

扁钢受力预理件（纯拉、纯剪型）ML

注：L与势在工程设计时注明

CH/Z 3002-2010 无人机航摄系统技术要求扁钢受力预理件（纯拉、纯剪型M（续】

带弯折错筋的受力预埋件（纯剪型）MwZ

带弯折锚筋的受力预理件（纯剪型）Mwz（续

非O与m在工器设计时注明

牛腿与吊车连接预埋件（纯剪型）MN锚板锚筋错筋中心至型号错板边缘公称质量承骏力锚板锚筋附图MwAB:ABnXnddCDV(mm)(mm)mm)(mm)(mm)(mm)(kg)(kg/m)(kN)Mnr35035010103X3149.61610.890192.72Mnr35035012350123X31611, 54014.220237.73M35035012s3503X3$18606018. 000283.18Mnr35040010103X31410.99010.890192.72Mnr35040012400123X3$1613.18814.220237,73Mr35040012a3X3$1818.000283.18M40040010103X31412.56010, 890192,72Mr40040012400123X31614, 220237,73Mr40040012a3X3±1815.07218, 000283.18Mz40045010103X31414.13010, 890192.72等分Mrr40045012400450123X31616.95614, 220237,73Mr40045012a18, 000283.183X318Mr40050010103X31415.70010,890192.72Mnr40050012500123X31618.84014,220237.73Mr40050012a3X39187018,000283,183X3§1470192.72Mnr450400101014.13010.890M450400124003X3$1614. 220237.73Mr45040012a123X31816.95618.000283.18Mnr45045010103X31415.89610,890192,72Mar450450124504503×341614.220237.73Mr45045012a123X3$1819.07618, 000283.18Mvr45050010103X31417.66310.890192.72Mxr450500125003X3§1614.220237.73Mr45050012a123X31821.19518.000283.18牛腿与吊车梁连接预埋件图集号HG/T(纯剪型）Mn215442006审核证校对手设计页4444

柱与吊车梁上翼缘连接预埋件（纯拉、纯剪型)MDY锚板锚筋铺筋中心至锚板边缘公称质量承载力型号N附MpyABtABnXn;pdCD错板锚筋V(mm)(mm)(mm)(mm)(mm)(mm)(kg)(kg/m)(kN)(kN)Mpr200350883X2$104. 3963.70290. 4880.93Mpr200350103X2$125.328131, 65110, 71105. 495Mpy20035010a3503X2$14407. 260172. 59142, 75Mpr200350123X2169. 480228.00176, 09126. 594Mpy20035012a3X21812.000280.93209.764X2105.0244, 936120, 64107.90传力件中心线（居中）Mpr200400887, 104175.53147, 61每错筋间匙均间Mpr200400104X2$12104X2$1470356.280Mpr20040010a2004009.680230.12190. 34Mpr200400124X21612, 640304.01234. 79124X2$187,536Mpy20040012a16.000374, 58279, 68Mpr200450884X2105. 6524, 936120.64107.90Mpy200450104X2$127, 104175, 53147, 61104X214507. 065Mpr20045010a4509, 680230,12190, 3412, 640304, 01234.791等分KMpy20045012124X24168. 478Mpy20045012a4X291816, 000374.58279.68Mpy22040084X2105.5264,936120,64107, 90Mpy220400104X24127, 104175, 53147, 61104X2$14356. 908Mpy22040010a4009.680230,12190.34Mpr220400124X21612, 640304.01234.79hrnMpy22040012a124X2188. 29016.000374., 58279.68Mpy220500822084X2910806. 9084.936120, 64107.90Mpr220500104X2128. 6357, 104175,53147, 61Mpy22050010s500104X214509. 680230.12190.34Mpy220500124X21612.640304, 01234.79Mpy22050012a124X241810.36216.000374. 58279.68柱与吊车梁上翼缘连接预埋图集号HG/T件（纯拉、纯剪型）MpY21544—2006家核证校对香百设计彭么页46• 46 *

柱与吊车梁上翼缘连接预埋件（纯拉、纯剪型）Mpr（续）锚板锚筋铺筋中心至型号错板边缘公称质量承接力MpABtABnXn;PdCD锚板销筋NV附图(mm)|(mm)(mm)(mm)(mm)(mm)(kg)(kg/m)(kN)(kN)Mpr250400104X2$12107. 104175. 537.850147, 61Mpr25040010a4004 ×2149, 680230, 12190,34Mpy250400124X21635129.42012.640304.01234.79Mpr25040012a4X218传力件中心线（居中）16.000374,58279, 68Mr25045010104X2128.831.7.104175, 53147,61Mpy25045010a4X2149.680230.12190.34Mpr250450124504X×2164510. 59812. 640304, 01234.79Mox25045012a250124X2$188516, 000374.58279.68Mpy25045014144X2$2012.36419.760467, 47323.70Mpy250500104X2127, 104175, 53147, 61Mpy25050010a104X2$14·9.8139. 680230,12190, 34Mpr25050012500124X2165011. 77512.640304, 01234, 79Mpy25050012a4X2$1816,000374,58279,68Mpr25050014144X2$2013.73819.760467. 47323.70Mpr300400124X216400123511. 30412.640304.01234.79Mpr30040012a4X21816.000374.58279.68Mpr30050012124X21614, 13012, 640304. 01234.79Mpy30050012a3005004X2918.1055016.000374. 58279, 68Mpr30050014144X2$2016. 48519.760467, 47323.70Mpy30060012600124X2186016.95616.000374, 58279. 68Mpr30060014144X2$2019.78219.760467,47323.70柱与吊车梁上翼缘连接预埋件图集号HG/T(纯拉、纯剪型）MpY21544~2006审旗证校对本了设计地47•47

DB43T 1777.7-2020 信息技术应用创新工程建设规范 第7部分：办公套件机通用技术要求柱间支撑预埋件（拉弯剪型）MzC

柱间支撑预埋件（拉弯剪型）Mzc（续）