國地產(chǎn)住宅項(xiàng)目技術(shù)控制要求

業(yè)務(wù)板塊設(shè)計(jì)工程管理文件名稱中國金茂住宅項(xiàng)目技術(shù)控制要求文件編號(hào)JMHQ-CP-YQ-04發(fā)布日期2017年1月26日中國金茂住宅項(xiàng)目技術(shù)控制要求目的1.明確中國金茂（中國）有限公司（以下簡稱中國金茂）在住宅項(xiàng)目開發(fā)建設(shè)中的設(shè)計(jì)標(biāo)準(zhǔn)，保障項(xiàng)目品質(zhì)，控制項(xiàng)目成本。2.提高產(chǎn)品的合理性、科學(xué)性、經(jīng)濟(jì)技術(shù)先進(jìn)性，保障項(xiàng)目開發(fā)建設(shè)的順利實(shí)施和適應(yīng)市場(chǎng)的需求。3.為中國金茂設(shè)計(jì)管理提供依據(jù)、規(guī)范和標(biāo)準(zhǔn)。適用范圍1.本指標(biāo)適用于中國金茂全資子公司、金茂操盤并使用金茂產(chǎn)品線名稱的合作項(xiàng)目中全流程設(shè)計(jì)管理工作。2.本指標(biāo)適用于中國金茂住宅類開發(fā)項(xiàng)目。3.本指標(biāo)為公司設(shè)計(jì)管理強(qiáng)制執(zhí)行的條款，執(zhí)行過程中如有不滿足之處，需報(bào)備總部并說明具體原因。指標(biāo)類型指標(biāo)編號(hào)指標(biāo)名稱指標(biāo)具體要求備注規(guī)劃建筑1住宅示范區(qū)占地面積1.5萬㎡，府系產(chǎn)品2萬㎡上限值2住宅售樓處建筑面積（不含樣板房）1500㎡上限值3住宅±0.00室內(nèi)外高差與小區(qū)內(nèi)室外車行道路高差:不小于300；與室外場(chǎng)地高差:不小于100下限值4地下車庫單車位面積（地下室建筑面積/地下室停車數(shù)量）普通地下車庫：36㎡含人防地下車庫：38㎡（1/4<人防地庫/地下室<1/3）40㎡（1/3≤人防地庫/地下室≤1/2）42㎡（人防地庫/地下室>1/2）上限值。地下室建筑面積=塔樓下+設(shè)備機(jī)房（含科技系統(tǒng)機(jī)房）+停車庫注：不含自行車庫、地下會(huì)所（含機(jī)房）。垃圾用房、開閉站等應(yīng)設(shè)置地上的配套設(shè)施如在地下設(shè)置，可不計(jì)入單車位面積計(jì)算5地下車庫層高普通地下車庫有梁樓蓋（非人防）：3.6m；府系產(chǎn)品3.7m普通地下車庫有梁樓蓋（人防）：3.7m普通地下車庫無梁樓蓋（非人防）：3.4m；普通地下車庫無梁樓蓋（人防）：3.5m上限值層高=本層建筑面層至上層建筑面層（結(jié)構(gòu)板板頂）6地下車庫出口收費(fèi)處水平段長度不小于6m下限值7標(biāo)準(zhǔn)層得房率（套內(nèi)建筑面積/標(biāo)準(zhǔn)層建筑面積）注：可按照戶型實(shí)際使用狀態(tài)計(jì)算套內(nèi)建筑面積54m以上：79%27m~54m：83%27m以下：86%下限值。不含別墅及類別墅產(chǎn)品,非科技系統(tǒng)應(yīng)提升1%,套內(nèi)建筑面積=套內(nèi)使用面積+套型墻體面積（戶內(nèi)墻體+1/2分戶墻及外墻）+套內(nèi)陽臺(tái)面積8住宅層高54米及以上：不超過3.15m54米以下不超過3.3m上限值，樓王戶型可酌情放寬要求。9主臥室開間：兩居室土建凈尺寸不小于3.0m，三居室土建凈尺寸不小于3.3m進(jìn)深：兩居室土建凈尺寸不小于3.4m（帶衣帽間凈尺寸不小于3.2m），三居室土建凈尺寸不小于3.7m（帶衣帽間凈尺寸不小于3.2m）下限值10主臥套衛(wèi)生間預(yù)留可放下不小于1.5m長浴缸下限值11廚房廚房內(nèi)放置冰箱后，可操作臺(tái)面長度不小于2.4m下限值12入戶大堂面積首層不小于15平方米，府系產(chǎn)品不小于20㎡；地下室不小于12㎡，府系產(chǎn)品不小于18㎡下限值給排水13生活給水230L/P.d下限值14綠化用水1L/m2.d下限值15廣場(chǎng)、道路沖洗用水2L/m2.d下限值16生活熱水60L/P.d下限值17排水量按給水的90%下限值18雨水根據(jù)當(dāng)?shù)?5分鐘暴雨強(qiáng)度，重現(xiàn)期屋面取5年，室外場(chǎng)地取2年下限值強(qiáng)電19低壓配電干線距離不大于250m上限值20大堂照度不少于150lx（同時(shí)照明功率密度值不高于國家相關(guān)標(biāo)準(zhǔn)要求）下限值21電梯廳照度不少于100lx（同時(shí)照明功率密度值不高于國家相關(guān)標(biāo)準(zhǔn)要求）下限值22地下車庫車道照度不少于100lx（同時(shí)照明功率密度值不高于國家相關(guān)標(biāo)準(zhǔn)要求）下限值（非平均照度，僅只行車道照度）23戶內(nèi)強(qiáng)電插座數(shù)量客廳：3個(gè)5孔插座（電視側(cè)1個(gè)，沙發(fā)兩側(cè)各1個(gè)）；餐廳：1個(gè)5孔插座臥室：3個(gè)5孔插座（電視側(cè)1個(gè)，床兩側(cè)各1個(gè)）；書房：2個(gè)5孔插座廚房：除冰箱、排油煙機(jī)等設(shè)備用插座外，預(yù)留至少2個(gè)帶開關(guān)5孔插座衛(wèi)生間：客衛(wèi)至少預(yù)留1個(gè)剃須插座（帶防濺盒）；臥室內(nèi)衛(wèi)生間至少預(yù)留1個(gè)剃須插座（帶防濺盒），1個(gè)智能馬桶插座（帶防濺盒）；空調(diào)插座：如需預(yù)留，客廳、所有臥室、獨(dú)立書房均應(yīng)預(yù)留1個(gè)空調(diào)插座；下限值弱電24視頻監(jiān)控點(diǎn)位設(shè)置在每個(gè)單元大堂、電梯轎廂、疏散樓梯首層至二層轉(zhuǎn)折平臺(tái)、疏散樓梯頂層通往屋面處平臺(tái)處均應(yīng)設(shè)置1處監(jiān)控點(diǎn)位；下限值25紅外幕簾點(diǎn)位設(shè)置在每個(gè)單元首層、二層、頂層戶內(nèi)所有對(duì)外開窗或陽臺(tái)門處均設(shè)置1只紅外幕簾探測(cè)器（同時(shí)應(yīng)滿足當(dāng)?shù)丶挤啦块T要求）下限值26緊急求助報(bào)警點(diǎn)位設(shè)置應(yīng)在每戶起居室、主臥室各設(shè)1處緊急求助報(bào)警按鈕；下限值27戶內(nèi)弱電插座數(shù)量電視插座：至少應(yīng)設(shè)置2處電視插座（含起居室、主臥室）；電話插座：至少應(yīng)在起居室設(shè)置1處電話插座；網(wǎng)絡(luò)插座：至少應(yīng)在起居室設(shè)置1處網(wǎng)絡(luò)插座；預(yù)留底盒：主臥室及起居室各預(yù)留一處底盒，加裝空白面板，兩處底盒用管路相連；下限值（預(yù)留底盒及管路目的：以備無線網(wǎng)絡(luò)信號(hào)不佳時(shí)，可由此預(yù)留管路引線并加裝信號(hào)增強(qiáng)設(shè)備）景觀28環(huán)區(qū)慢跑道寬度≥1.0m長度：紅線內(nèi)公共景觀面積大于5萬㎡時(shí)，長度≥400m紅線內(nèi)公共景觀面積2-5萬㎡時(shí)，長度≥200m紅線內(nèi)公共景觀面積小于2萬㎡時(shí)，根據(jù)場(chǎng)地條件而定是否做環(huán)區(qū)慢跑道，長度不做硬性要求材質(zhì)：塑膠（府系）；塑膠/彩色熱軋瀝青混凝土/透水磚（悅系）下限值29散步園路寬度≥1.2m長度：紅線內(nèi)公共景觀面積大于5萬㎡時(shí)，長度≥800m紅線內(nèi)公共景觀面積2-5萬㎡時(shí)，長度≥300m紅線內(nèi)公共景觀面積小于2萬㎡時(shí)，根據(jù)場(chǎng)地條件而確定散步小徑長度材質(zhì)：石材（府系）；燒結(jié)磚/建菱磚/石材（悅系）30健身天地面積≥0.15㎡/每戶；不少于4臺(tái)成品戶外健身器械地面鋪裝材質(zhì)：塑膠下限值31兒童樂園面積≥0.3㎡/戶；公共景觀面積大于3萬平米時(shí)，應(yīng)配置不少于2處兒童樂園地面鋪裝材質(zhì)：塑膠下限值32集中草坪面積≥1㎡/戶公共景觀面積大于3萬平米時(shí)，應(yīng)配置不少于2處集中草坪下限值33棋智地帶景觀面積大于2萬平米時(shí)，應(yīng)配置不少于2套棋牌桌椅（一桌四椅為一套）下限值34軟硬景比例≥7:3（府系）≥8:2（悅系）下限值（不包含圍墻外區(qū)域）35喬灌木量≥3株/100㎡；灌木≥10株/100㎡下限值結(jié)構(gòu)：高層剪力墻結(jié)構(gòu)——非底部加強(qiáng)區(qū)構(gòu)造邊緣構(gòu)件(構(gòu)造配筋情況）結(jié)構(gòu)：高層剪力墻結(jié)構(gòu)——底部加強(qiáng)區(qū)構(gòu)造邊緣構(gòu)件(構(gòu)造配筋情況）圖例墻厚bw

（mm）抗震等級(jí)縱筋A(yù)s1

（三級(jí)鋼）縱筋A(yù)s2

（三級(jí)鋼）箍、拉筋

（一級(jí)鋼）圖例墻厚bw

（mm）抗震等級(jí)縱筋A(yù)s1

（三級(jí)鋼）縱筋A(yù)s2

（三級(jí)鋼）箍、拉筋

（一級(jí)鋼）350一級(jí)12Φ164Φ12Φ8@150350一級(jí)12Φ184Φ14Φ8@100二級(jí)12Φ144Φ12Φ8@200二級(jí)12Φ164Φ12Φ8@150三級(jí)12Φ124Φ12Φ6@200三級(jí)12Φ144Φ12Φ6@150四級(jí)12Φ12無需設(shè)置Φ6@250四級(jí)12Φ124Φ12Φ6@200300一級(jí)8Φ164Φ14Φ8@150300一級(jí)8Φ184Φ16Φ8@100二級(jí)8Φ144Φ12Φ8@200二級(jí)8Φ164Φ14Φ8@150三級(jí)8Φ124Φ12Φ6@200三級(jí)8Φ144Φ12Φ6@150四級(jí)8Φ14無需設(shè)置Φ6@250四級(jí)8Φ124Φ12Φ6@200250一級(jí)8Φ144Φ14Φ8@150250一級(jí)8Φ164Φ14Φ8@100二級(jí)8Φ124Φ12Φ8@200二級(jí)8Φ144Φ14Φ8@150三級(jí)8Φ12無需設(shè)置Φ6@200三級(jí)8Φ124Φ12Φ6@150四級(jí)8Φ12Φ6@250四級(jí)Φ6@200200一級(jí)8Φ144Φ12Φ8@150200一級(jí)8Φ164Φ12Φ8@100二級(jí)8Φ12Φ8@200二級(jí)8Φ144Φ12Φ8@150三級(jí)8Φ12無需設(shè)置Φ6@200三級(jí)8Φ124Φ12Φ6@150四級(jí)8Φ12Φ6@250四級(jí)Φ6@200180一級(jí)8Φ14無需設(shè)置Φ8@150180一級(jí)8Φ164Φ12Φ8@100二級(jí)8Φ12Φ8@200二級(jí)8Φ144Φ12Φ8@150三級(jí)8Φ12Φ6@200三級(jí)8Φ124Φ12Φ6@150四級(jí)8Φ12Φ6@250四級(jí)Φ6@200350

（翼墻按200厚統(tǒng)計(jì)）一級(jí)8Φ142Φ12Φ8@150350

（翼墻按200厚統(tǒng)計(jì)）一級(jí)8Φ162Φ12Φ8@100二級(jí)8Φ122Φ12Φ8@200二級(jí)8Φ142Φ12Φ8@150三級(jí)Φ6@200三級(jí)8Φ122Φ12Φ6@150四級(jí)Φ6@250四級(jí)Φ6@200300

（翼墻按200厚統(tǒng)計(jì)）一級(jí)6Φ142Φ14Φ8@150300

（翼墻按200厚統(tǒng)計(jì)）一級(jí)6Φ162Φ14Φ8@100二級(jí)6Φ122Φ12Φ8@200二級(jí)6Φ142Φ14Φ8@150三級(jí)Φ6@200三級(jí)6Φ122Φ12Φ6@150四級(jí)Φ6@250四級(jí)Φ6@200250

（翼墻按200厚統(tǒng)計(jì)）一級(jí)6Φ142Φ14Φ8@150250

（翼墻按200厚統(tǒng)計(jì)）一級(jí)6Φ162Φ12Φ8@100二級(jí)6Φ122Φ12Φ8@200二級(jí)6Φ142Φ14Φ8@150三級(jí)Φ6@200三級(jí)6Φ122Φ12Φ6@150四級(jí)Φ6@250四級(jí)Φ6@200200

（翼墻按200厚統(tǒng)計(jì)）一級(jí)6Φ142Φ12Φ8@150200

（翼墻按200厚統(tǒng)計(jì)）一級(jí)6Φ162Φ12Φ8@100二級(jí)6Φ122Φ12Φ8@200二級(jí)6Φ142Φ12Φ8@150三級(jí)Φ6@200三級(jí)6Φ122Φ12Φ6@150四級(jí)Φ6@250四級(jí)Φ6@200180

（翼墻按200厚統(tǒng)計(jì)）一級(jí)6Φ142Φ14Φ8@150180

（翼墻按200厚統(tǒng)計(jì)）一級(jí)6Φ162Φ12Φ8@100二級(jí)6Φ122Φ12Φ8@200二級(jí)6Φ14Φ8@150三級(jí)Φ6@200三級(jí)6Φ12Φ6@150四級(jí)Φ6@250四級(jí)Φ6@200350一級(jí)6Φ142Φ14Φ8@150350一級(jí)8Φ162Φ12Φ8@100二級(jí)6Φ122Φ12Φ8@200二級(jí)8Φ14Φ8@150三級(jí)Φ6@200三級(jí)8Φ12Φ6@150四級(jí)Φ6@250四級(jí)Φ6@200300一級(jí)4Φ162Φ12Φ8@150300一級(jí)4Φ162Φ16Φ8@100二級(jí)4Φ14Φ8@200二級(jí)4Φ162Φ12Φ8@150三級(jí)4Φ12Φ6@200三級(jí)4Φ14Φ6@150四級(jí)Φ6@250四級(jí)4Φ12Φ6@200250一級(jí)4Φ142Φ14Φ8@150250一級(jí)4Φ162Φ12Φ8@100二級(jí)4Φ122Φ12Φ8@200二級(jí)4Φ14Φ8@150三級(jí)Φ6@200三級(jí)4Φ12Φ6@150四級(jí)Φ6@250四級(jí)Φ6@200200一級(jí)4Φ142Φ14Φ8@150200一級(jí)4Φ162Φ12Φ8@100二級(jí)4Φ122Φ12Φ8@200二級(jí)4Φ14Φ8@150三級(jí)Φ6@200三級(jí)4Φ12Φ6@150四級(jí)Φ6@250四級(jí)Φ6@200180一級(jí)4Φ142Φ14Φ8@150180一級(jí)4Φ162Φ12Φ8@100二級(jí)4Φ122Φ12Φ8@200二級(jí)4Φ14Φ8@150三級(jí)Φ6@200三級(jí)4Φ12Φ6@150四級(jí)Φ6@250四級(jí)Φ6@200結(jié)構(gòu)：高層剪力墻結(jié)構(gòu)——“L”形約束邊緣構(gòu)件(構(gòu)造配筋情況）圖例墻厚bw

(mm)抗震等級(jí)軸壓比

(μn)配箍特征值

（λv)混凝土強(qiáng)度等級(jí)混凝土強(qiáng)度等級(jí)

(fc)箍、拉筋

【三級(jí)鋼】箍、拉筋

【一級(jí)鋼】體積配箍率【三級(jí)鋼】

ρv=(λv*fc)/fyv體積配箍率【一級(jí)鋼】

ρv=(λv*fc)/fyv箍筋核心區(qū)面積

（mm2)陰影區(qū)面積

（mm2)箍筋總長度

（保護(hù)層厚15mm）箍筋間距單肢箍筋面積【三級(jí)鋼】

As（mm2)單肢箍筋面積【一級(jí)鋼】

As（mm2)縱筋A(yù)s1

（三級(jí)鋼）縱筋A(yù)s2

（三級(jí)鋼）箍、拉筋

【三級(jí)鋼】箍、拉筋

【一級(jí)鋼】備注350一級(jí)0.2<μn≤0.30.12C6027.53602700.00920.0122300000367500520010052.8870.5112Φ204Φ16Φ10@100Φ10@100①：當(dāng)考慮墻體水平筋兼做暗柱箍筋時(shí)，此時(shí)箍筋為Φ12@100。否則箍筋配Φ14@100C5525.30.00840.011248.6564.87Φ8@100C5023.10.00770.010344.4259.23C4521.10.00700.009440.5854.10C4019.10.00640.008536.7348.97Φ8@100C3516.70.00560.007432.1242.82C3016.70.00560.007432.1242.82μn＞0.30.2C6027.53602700.01530.0204300000367500520010088.14117.5212Φ204Φ16Φ12@100①C5525.30.01410.018781.09108.12Φ12@100C5023.10.01280.017174.0498.72Φ10@100C4521.10.01170.015667.6390.17C4019.10.01060.014161.2281.62C3516.70.00930.012453.5371.37Φ10@100C3016.70.00930.012453.5371.37二、三級(jí)0.3<μn≤0.40.12C6027.53602700.00920.0122300000367500520015079.33105.7712Φ184Φ16②Φ12@150②考慮時(shí)配Φ10@150，否則配Φ12@150。C5525.30.00840.011272.9897.31Φ10@150C5023.10.00770.010366.6388.85C4521.10.00700.009460.8781.15C4019.10.00640.008555.1073.46Φ10@150C3516.70.00560.007448.1764.23Φ8@150C3016.70.00560.007448.1764.23μn＞0.40.2C6027.53602700.01530.02043000003675005200150132.21176.2812Φ184Φ16Φ14@150Φ16@150C5525.30.01410.0187121.63162.18C5023.10.01280.0171111.06148.08Φ12@150Φ14@150C4521.10.01170.0156101.44135.26C4019.10.01060.014191.83122.44C3516.70.00930.012480.29107.05Φ12@150C3016.70.00930.012480.29107.05300一級(jí)0.2<μn≤0.30.12C6027.53602700.00920.0122212500270000328010059.3979.188Φ204Φ16Φ10@100③③考慮時(shí)配Φ10@100，否則配Φ12@100。C5525.30.00840.011254.6472.85Φ10@100C5023.10.00770.010349.8966.51Φ8@100C4521.10.00700.009445.5760.76C4019.10.00640.008541.2555.00C3516.70.00560.007436.0648.09Φ8@100C3016.70.00560.007436.0648.09μn＞0.30.2C6027.53602700.01530.0204212500270000328010098.98131.978Φ204Φ16Φ12@100Φ14@100C5525.30.01410.018791.06121.41C5023.10.01280.017183.14110.86Φ12@100C4521.10.01170.015675.94101.26Φ10@100C4019.10.01060.014168.7591.66C3516.70.00930.012460.1180.14Φ10@100C3016.70.00930.012460.1180.14二、三級(jí)0.3<μn≤0.40.12C6027.53602700.00920.0122212500270000328015089.08118.788Φ184Φ16Φ12@150Φ14@150C5525.30.00840.011281.96109.27Φ12@150C5023.10.00770.010374.8399.77Φ10@150C4521.10.00700.009468.3591.13C4019.10.00640.008561.8782.49C3516.70.00560.007454.1072.13Φ10@150C3016.70.00560.007454.1072.13μn＞0.40.2C6027.53602700.01530.02042125002700003280150148.47197.968Φ184Φ16Φ14@150Φ16@150C5525.30.01410.0187136.59182.12C5023.10.01280.0171124.71166.29C4521.10.01170.0156113.92151.89Φ12@150Φ14@150C4019.10.01060.0141103.12137.49C3516.70.00930.012490.16120.22C3016.70.00930.012490.16120.22250一級(jí)0.2<μn≤0.30.12C6027.53602700.00920.0122160000212500288010050.9367.908Φ184Φ14④Φ10@100④考慮時(shí)配Φ8@100否則配Φ10@100

⑥考慮時(shí)配Φ8@100否則配Φ10@100C5525.30.00840.011246.8562.47Φ8@100C5023.10.00770.010342.7857.04C4521.10.00700.009439.0752.10C4019.10.00640.008535.3747.16Φ8@100C3516.70.00560.007430.9341.23C3016.70.00560.007430.9341.23μn＞0.30.2C6027.53602700.01530.0204160000212500288010084.88113.178Φ184Φ14Φ12@100Φ12@100C5525.30.01410.018778.09104.12Φ10@100C5023.10.01280.017171.3095.06C4521.10.01170.015665.1286.83C4019.10.01060.014158.9578.60Φ10@100C3516.70.00930.012451.5468.72⑥C3016.70.00930.012451.5468.72二、三級(jí)0.3<μn≤0.40.12C6027.53602700.00920.0122160000212500288015076.39101.858Φ164Φ14Φ10@150Φ12@150⑦考慮時(shí)配Φ14@150，否則配Φ16@150。C5525.30.00840.011270.2893.70C5023.10.00770.010364.1785.56C4521.10.00700.009458.6178.15Φ10@150C4019.10.00640.008553.0670.74C3516.70.00560.007446.3961.85Φ8@150C3016.70.00560.007446.3961.85μn＞0.40.2C6027.53602700.01530.0204160000212500288015084.88169.758Φ164Φ14Φ12@100Φ16@150C5525.30.01410.018778.09156.17Φ10@100⑦C5023.10.01280.0171106.94142.59Φ12@150Φ14@150C4521.10.01170.015697.69130.25C4019.10.01060.014188.43117.90C3516.70.00930.012477.31103.09Φ10@150Φ12@150C3016.70.00930.012477.31103.09200一級(jí)0.2<μn≤0.30.12C6027.53602700.00920.0122112500160000248010041.5855.448Φ164Φ12Φ8@100Φ10@100C5525.30.00840.011238.2651.01C5023.10.00770.010334.9346.57Φ8@100C4521.10.00700.009431.9142.54C4019.10.00640.008528.8838.51C3516.70.00560.007425.2533.67C3016.70.00560.007425.2533.67μn＞0.30.2C6027.53602700.01530.0204112500160000248010069.3092.418Φ164Φ12Φ10@100Φ12@100C5525.30.01410.018763.7685.01C5023.10.01280.017158.2277.62Φ10@100C4521.10.01170.015653.1870.90C4019.10.01060.014148.1464.18Φ8@100C3516.70.00930.012442.0956.12C3016.70.00930.012442.0956.12二、三級(jí)0.3<μn≤0.40.12C6027.53602700.00920.0122112500160000248015062.3783.17二級(jí)：

8Φ16

三級(jí)：

8Φ144Φ12Φ10@150Φ12@150C5525.30.00840.011257.3876.51Φ10@150C5023.10.00770.010352.3969.86C4521.10.00700.009447.8663.81Φ8@150C4019.10.00640.008543.3257.76C3516.70.00560.007437.8850.50Φ8@150C3016.70.00560.007437.8850.50μn＞0.40.2C6027.53602700.01530.0204112500160000248015069.30138.61二級(jí)：

8Φ16

三級(jí)：

8Φ144Φ12Φ10@100Φ14@150C5525.30.01410.018795.64127.52Φ12@150C5023.10.01280.017187.32116.43C4521.10.01170.015679.76106.35Φ12@150C4019.10.01060.014172.2096.27Φ10@150C3516.70.00930.012463.1384.17C3016.70.00930.012463.1384.17結(jié)構(gòu)：高層剪力墻結(jié)構(gòu)——“T”形約束邊緣構(gòu)件(構(gòu)造配筋情況）圖例墻厚

(mm)抗震等級(jí)軸壓比

(μn)配箍特征值

（λv)混凝土強(qiáng)度等級(jí)混凝土強(qiáng)度等級(jí)

(fc)箍、拉筋

【三級(jí)鋼】箍、拉筋

【一級(jí)鋼】體積配箍率【三級(jí)鋼】

ρv=(λv*fc)/fyv體積配箍率【一級(jí)鋼】

ρv=(λv*fc)/fyv箍筋核心區(qū)面積

（mm2)陰影區(qū)面積

（mm2)箍筋總長度

（保護(hù)層厚15mm）箍筋間距單肢箍筋面積【三級(jí)鋼】

As（mm2)單肢箍筋面積【一級(jí)鋼】

As（mm2)縱筋A(yù)s1

（三級(jí)鋼）縱筋A(yù)s2

（三級(jí)鋼）箍、拉筋

【三級(jí)鋼】箍、拉筋

【一級(jí)鋼】備注bw

=bf

=350一級(jí)0.2<μn≤0.30.12C6027.53602700.00920.0122405000490000687010054.0472.0514Φ206Φ18Φ10@100Φ10@100C5525.30.00840.011249.7266.29Φ8@100C5023.10.00770.010345.3960.52C4521.10.00700.009441.4655.28C4019.10.00640.008537.5350.04Φ8@100C3516.70.00560.007432.8243.76C3016.70.00560.007432.8243.76μn＞0.30.2C6027.53602700.01530.0204405000490000687010090.07120.0914Φ206Φ18Φ12@100Φ14@100C5525.30.01410.018782.86110.48Φ10@100Φ12@100C5023.10.01280.017175.66100.87C4521.10.01170.015669.1092.14C4019.10.01060.014162.5583.41C3516.70.00930.012454.6972.93Φ10@100C3016.70.00930.012454.6972.93二、三級(jí)0.3<μn≤0.40.12C6027.53602700.00920.0122405000490000687015081.06108.0814Φ186Φ18Φ12@150Φ12@150C5525.30.00840.011274.5799.43Φ10@150C5023.10.00770.010368.0990.79C4521.10.00700.009462.1982.93C4019.10.00640.008556.3075.07Φ10@150C3516.70.00560.007449.2265.63Φ8@150C3016.70.00560.007449.2265.63μn＞0.40.2C6027.53602700.01530.0204405000490000687015090.07180.1314Φ186Φ18Φ12@100Φ16@150C5525.30.01410.018782.86165.72C5023.10.01280.0171113.48151.31Φ12@150Φ14@150C4521.10.01170.0156103.66138.21C4019.10.01060.014193.83125.11C3516.70.00930.012482.04109.39Φ12@150C3016.70.00930.012482.04109.39bw

=bf

=300一級(jí)0.2<μn≤0.30.12C6027.53602700.00920.0122287500360000440010059.9079.8610Φ206Φ16Φ10@100①①：當(dāng)考慮墻體水平筋兼做暗柱箍筋時(shí)，此時(shí)箍筋為Φ10@100。否則箍筋配Φ12@100C5525.30.00840.011255.1073.47Φ10@100C5023.10.00770.010350.3167.08Φ8@100C4521.10.00700.009445.9661.28C4019.10.00640.008541.6055.47C3516.70.00560.007436.3748.50Φ8@100C3016.70.00560.007436.3748.50μn＞0.30.2C6027.53602700.01530.0204287500360000440010099.83133.1010Φ206Φ16Φ12@100Φ14@100C5525.30.01410.018791.84122.45C5023.10.01280.017183.85111.81Φ12@100C4521.10.01170.015676.59102.13Φ10@100C4019.10.01060.014169.3392.45C3516.70.00930.012460.6280.83C3016.70.00930.012460.6280.83二、三級(jí)0.3<μn≤0.40.12C6027.53602700.00920.0122287500360000440015089.84119.7910Φ186Φ16Φ12@150Φ14@150②考慮時(shí)配Φ12@150否則配Φ10@100C5525.30.00840.011282.66110.21Φ12@150C5023.10.00770.010375.47100.63Φ10@150C4521.10.00700.009468.9391.91C4019.10.00640.008562.4083.20C3516.70.00560.007454.5672.75Φ10@150C3016.70.00560.007454.5672.75μn＞0.40.2C6027.53602700.01530.0204287500360000440015099.83199.6510Φ186Φ16Φ12@100Φ16@150C5525.30.01410.018791.84183.68C5023.10.01280.017183.85167.71C4521.10.01170.0156114.89153.19②Φ14@150C4019.10.01060.0141104.00138.67Φ12@150C3516.70.00930.012490.93121.24C3016.70.00930.012490.93121.24bw

=bf

=250一級(jí)0.2<μn≤0.30.12C6027.53602700.00920.0122220000287500390010051.7168.9510Φ186Φ16③Φ10@100③考慮時(shí)配Φ8@100否則配Φ10@100;④考慮時(shí)配Φ12@100否則配Φ14@100;⑤考慮時(shí)配Φ10@100否則配Φ12@100C5525.30.00840.011247.5763.43Φ8@100C5023.10.00770.010343.4457.91C4521.10.00700.009439.6852.90C4019.10.00640.008535.9147.89Φ8@100C3516.70.00560.007431.4041.87C3016.70.00560.007431.4041.87μn＞0.30.2C6027.53602700.01530.0204220000287500390010086.18114.9110Φ186Φ16Φ12@100④C5525.30.01410.018779.29105.72Φ12@100C5023.10.01280.017172.3996.52Φ10@100C4521.10.01170.015666.1388.17C4019.10.01060.014159.8679.81⑤C3516.70.00930.012452.3469.78Φ10@100C3016.70.00930.012452.3469.78二、三級(jí)0.3<μn≤0.40.12C6027.53602700.00920.0122220000287500390015077.56103.4210Φ166Φ14Φ10@150Φ12@150⑥考慮時(shí)配Φ10@150否則配Φ10@100C5525.30.00840.011271.3695.15C5023.10.00770.010365.1586.87C4521.10.00700.009459.5179.35⑥C4019.10.00640.008553.8771.83Φ10@150C3516.70.00560.007447.1062.80Φ8@150C3016.70.00560.007447.1062.80μn＞0.40.2C6027.53602700.01530.0204220000287500390015086.18172.3610Φ166Φ14Φ12@100Φ16@150C5525.30.01410.018779.29158.58C5023.10.01280.0171108.59144.79Φ12@150Φ14@150C4521.10.01170.015699.19132.25C4019.10.01060.014189.79119.72C3516.70.00930.012478.50104.67Φ10@150Φ12@150C3016.70.00930.012478.50104.67bw

=bf

=200一級(jí)0.2<μn≤0.30.12C6027.53602700.00920.0122157500220000340010042.4656.6210Φ166Φ12Φ8@100Φ10@100⑦考慮時(shí)配Φ10@100否則配Φ12@100C5525.30.00840.011239.0752.09C5023.10.00770.010335.6747.56Φ8@100C4521.10.00700.009432.5843.44C4019.10.00640.008529.4939.32C3516.70.00560.007425.7934.38C3016.70.00560.007425.7934.38μn＞0.30.2C6027.53602700.01530.0204157500220000340010070.7794.3610Φ166Φ12Φ10@100Φ12@100C5525.30.01410.018765.1186.81C5023.10.01280.017159.4579.26⑦C4521.10.01170.015654.3072.40Φ10@100C4019.10.01060.014149.1565.54Φ8@100C3516.70.00930.012442.9857.30C3016.70.00930.012442.9857.30二、三級(jí)0.3<μn≤0.40.12C6027.53602700.00920.0122157500220000340015063.6984.93二級(jí)：

10Φ16

三級(jí)：

10Φ146Φ12Φ10@150Φ12@150C5525.30.00840.011258.6078.13Φ10@150C5023.10.00770.010353.5071.34C4521.10.00700.009448.8765.16Φ8@150C4019.10.00640.008544.2458.99C3516.70.00560.007438.6851.57C3016.70.00560.007438.6851.57μn＞0.40.2C6027.53602700.01530.0204157500220000340015070.77141.54二級(jí)：

10Φ16

三級(jí)：

10Φ146Φ12Φ10@100Φ14@150C5525.30.01410.018797.67130.22Φ12@150C5023.10.01280.017189.17118.90C4521.10.01170.015681.45108.60Φ12@150C4019.10.01060.014173.7398.31Φ10@150C3516.70.00930.012464.4785.96C3016.70.00930.012464.4785.96結(jié)構(gòu)：高層剪力墻結(jié)構(gòu)——“━”形約束邊緣構(gòu)件(構(gòu)造配筋情況）圖例墻厚bw

(mm)抗震等級(jí)軸壓比

(μn)配箍特征值

（λv)混凝土強(qiáng)度等級(jí)混凝土強(qiáng)度等級(jí)

(fc)箍、拉筋

【三級(jí)鋼】箍、拉筋

【一級(jí)鋼】體積配箍率【三級(jí)鋼】

ρv=(λv*fc)/fyv體積配箍率【一級(jí)鋼】

ρv=(λv*fc)/fyv箍筋核心區(qū)面積

（mm2)陰影區(qū)面積

（mm2)箍筋總長度

（保護(hù)層厚15mm）箍筋間距單肢箍筋面積【三級(jí)鋼】

As（mm2)單肢箍筋面積【一級(jí)鋼】

As（mm2)縱筋A(yù)s

（三級(jí)鋼）箍、拉筋

【三級(jí)鋼】箍、拉筋

【一級(jí)鋼】備注350一級(jí)0.2<μn≤0.30.12C6027.53602700.00920.0122105000140000201010047.8963.858Φ18Φ8@100Φ10@100①：當(dāng)考慮墻體水平筋兼做暗柱箍筋時(shí)，此時(shí)箍筋為Φ10@100。否則箍筋配Φ12@100C5525.30.00840.011244.0558.74C5023.10.00770.010340.2253.63C4521.10.00700.009436.7448.99Φ8@100C4019.10.00640.008533.2644.34C3516.70.00560.007429.0838.77C3016.70.00560.007429.0838.77μn＞0.30.2C6027.53602700.01530.0204105000140000201010079.81106.418Φ18①Φ12@100C5525.30.01410.018773.4297.90Φ10@100C5023.10.01280.017167.0489.39C4521.10.01170.015661.2481.65C4019.10.01060.014155.4373.91Φ10@100C3516.70.00930.012448.4764.62Φ8@100C3016.70.00930.012448.4764.62二、三級(jí)0.3<μn≤0.40.12C6027.53602700.00920.0122105000140000201015071.8395.778Φ16Φ10@150Φ12@150②考慮時(shí)配Φ10@100，否則配Φ12@100。C5525.30.00840.011266.0888.11C5023.10.00770.010360.3480.45C4521.10.00700.009455.1173.48Φ10@150C4019.10.00640.008549.8966.52Φ8@150C3516.70.00560.007443.6258.16C3016.70.00560.007443.6258.16μn＞0.40.2C6027.53602700.01530.0204105000140000201015079.81159.628Φ16②Φ16@150C5525.30.01410.0187110.14146.85Φ12@150Φ14@150C5023.10.01280.0171100.56134.08C4521.10.01170.015691.85122.47C4019.10.01060.014183.15110.86Φ12@150C3516.70.00930.012472.7096.93Φ10@150C3016.70.00930.012472.7096.93300一級(jí)0.2<μn≤0.30.12C6027.53602700.00920.012287500120000150010053.4771.306Φ18Φ10@100Φ10@100C5525.30.00840.011249.1965.59Φ8@100C5023.10.00770.010344.9259.89C4521.10.00700.009441.0354.70C4019.10.00640.008537.1449.52Φ8@100C3516.70.00560.007432.4743.30C3016.70.00560.007432.4743.30μn＞0.30.2C6027.53602700.01530.020487500120000150010089.12118.836Φ18Φ12@100Φ14@100C5525.30.01410.018781.99109.32Φ12@100C5023.10.01280.017174.8699.81Φ10@100C4521.10.01170.015668.3891.17C4019.10.01060.014161.9082.53C3516.70.00930.012454.1272.16Φ10@100C3016.70.00930.012454.1272.16二、三級(jí)0.3<μn≤0.40.12C6027.53602700.00920.012287500120000150015080.21106.946Φ16④Φ12@150④考慮時(shí)配Φ10@150否則配Φ10@100C5525.30.00840.011273.7998.39Φ10@150C5023.10.00770.010367.3889.83C4521.10.00700.009461.5482.06C4019.10.00640.008555.7174.28Φ10@150C3516.70.00560.007448.7164.94Φ8@150C3016.70.00560.007448.7164.94μn＞0.40.2C6027.53602700.01530.020487500120000150015089.12178.246Φ16Φ12@100Φ16@150C5525.30.01410.018781.99163.98C5023.10.01280.0171112.29149.72Φ12@150Φ14@150C4521.10.01170.0156102.57136.76C4019.10.01060.014192.85123.80C3516.70.00930.012481.18108.24Φ12@150C3016.70.00930.012481.18108.24250一級(jí)0.2<μn≤0.30.12C6027.53602700.00920.012270000100000135010047.5363.376Φ16Φ8@100Φ10@100⑥考慮時(shí)配Φ10@100否則配Φ12@100C5525.30.00840.011243.7358.30C5023.10.00770.010339.9353.23Φ8@100C4521.10.00700.009436.4748.63C4019.10.00640.008533.0144.02C3516.70.00560.007428.8638.49C3016.70.00560.007428.8638.49μn＞0.30.2C6027.53602700.01530.020470000100000135010079.22105.626Φ16⑥Φ12@100C5525.30.01410.018772.8897.17Φ10@100C5023.10.01280.017166.5488.