哪位大侠给帮帮我。这个图。地基。混凝土和钢筋用量的算法过程
\u6709\u56fe\u3002\u54ea\u4f4d\u5927\u4fa0\u80fd\u7ed9\u8bf4\u8bf4\u8fd9\u4e2a\u5730\u57fa\u6df7\u51dd\u571f,\u94a2\u7b4b\u7528\u91cf\u7684\u9884\u7b97\u8fc7\u7a0b\u5e95\u677f\uff1a
\u3000\u30001\u53f7\u94a2\u7b4b\u6839\u6570\uff1a\u30103000-2x35\uff08\u4fdd\u62a4\u5c42\uff09\u3011\u00f7100=29.3\uff0c\u53d6\u6574\uff0c\u52a01\uff0c31\u6839\uff1b
\u3000\u3000\u957f\u5ea63600-2x35=3530\uff0c\u603b\u957f\u5ea6\uff1a3530x31=109430mm=109.43m
\u3000\u3000\u91cd\u91cf\uff1a109.43x0.888kg/m=97.17kg
\u3000\u30002\u53f7\u94a2\u7b4b\u6839\u6570\uff1a\u30103600-2x35\uff08\u4fdd\u62a4\u5c42\uff09\u3011\u00f7120=29.4\uff0c\u53d6\u6574\uff0c\u52a01\uff0c31\u6839\uff1b
\u3000\u3000\u957f\u5ea63000-2x35=2930\uff0c\u603b\u957f\u5ea6\uff1a2930x31=90830mm=90.83m
\u3000\u3000\u91cd\u91cf\uff1a90.83x0.888kg/m=80.65kg
\u3000\u3000\u67f1\u94a2\u7b4b\uff1a
\u3000\u3000\u76f4\u5f8414mm\uff1a\u957f\u5ea6\uff1a800+300+350-35\uff08\u67f1\u9876\u4fdd\u62a4\u5c42\uff09-35\uff08\u5e95\u677f\u4fdd\u62a4\u5c42\uff09-12-12\uff08\u5e95\u677f\u7b4b\u76f4 \u5f84\uff09 +100\uff08\u5f2f\u94a9\u957f\uff09=1456mm
\u3000\u3000\u603b\u957f\u5ea6\uff1a1.456x6\uff08\u6839\uff09=8.736m
\u3000\u3000\u603b\u91cd\u91cf\uff1a8.736x1.208kg/m=10.55kg
\u3000\u3000\u76f4\u5f8416mm\uff1a\u957f\u5ea6\uff1a800+300+350-35\uff08\u67f1\u9876\u4fdd\u62a4\u5c42\uff09-35\uff08\u5e95\u677f\u4fdd\u62a4\u5c42\uff09-12-12\uff08\u5e95\u677f\u7b4b\u76f4 \u5f84\uff09 +100\uff08\u5f2f\u94a9\u957f\uff09=1456mm
\u3000\u3000\u603b\u957f\u5ea6\uff1a1.456x4\uff08\u6839\uff09=5.824m
\u3000\u3000\u603b\u91cd\u91cf\uff1a5.824x1.578kg/m=9.19kg
\u3000\u3000\u76f4\u5f8420mm\uff1a\u957f\u5ea6\uff1a800+300+350-35\uff08\u67f1\u9876\u4fdd\u62a4\u5c42\uff09-35\uff08\u5e95\u677f\u4fdd\u62a4\u5c42\uff09-12-12\uff08\u5e95\u677f\u7b4b\u76f4 \u5f84\uff09 +100\uff08\u5f2f\u94a9\u957f\uff09=1456mm
\u3000\u3000\u603b\u957f\u5ea6\uff1a1.456x4\uff08\u6839\uff09=5.824m
\u3000\u3000\u603b\u91cd\u91cf\uff1a5.824x2.466kg/m=14.36kg
\u76f4\u5f848mm\u7b8d\u7b4b\uff1a800-35x2(\u4fdd\u62a4\u5c42)+600-35x2(\u4fdd\u62a4\u5c42)+10x8x2(\u5f2f\u94a9)=1420mm=1.42m
\u7b8d\u7b4b\u4e2a\u6570\uff1a\u3010800-35(\u4fdd\u62a4\u5c42)\u3011\u00f7100=7.65 \u53d6\u6574\uff0c\u52a01\uff0c9\u4e2a\uff0c\u518d\u52a0\u57fa\u7840\u4e2d\u76842\u4e2a\uff0c\u603b\u517111\u4e2a
\u7b8d\u7b4b\u91cd\u91cf\uff1a1.42x11x0.395kg/m=6.67kg
\u76f4\u5f848mm\u62c9\u7b4b\uff1a600-35x2(\u4fdd\u62a4\u5c42)+5x8x2(\u5f2f\u94a9)=610mm=0.61m
\u62c9\u7b4b\u6839\u6570\uff1a\u3010800-35(\u4fdd\u62a4\u5c42)\u3011\u00f7400=1.825 \u53d6\u6574\uff0c\u52a01\uff0c3\u4e2a\uff0c\u6bcf\u5c42\u6709\u4e09\u6839\uff0c\u51719\u6839
\u62c9\u7b4b\u957f\u5ea6\uff1a0.61x9=5.49m
\u62c9\u7b4b\u91cd\u91cf\uff1a5.49x0.395kg/m=2.17kg
\u7edf\u8ba1\uff1a
\u76f4\u5f8410\u4ee5\u5185\uff1a
2.17+6.67=8.84kg
\u76f4\u5f8410\u4ee5\u4e0a\u76f4\u5f8425\u4ee5\u5185\uff1a
97.17+80.65+10.55+9.19+14.36=211.92kg
11G101-1,11G101-2,11G101-3,\u662f\u6700\u65b0\u7684\u94a2\u7b4b\u5e73\u6cd5\u65bd\u5de5\u56fe\u96c6\uff0c\u5728\u6807\u51c6\u5206\u4eab\u7f51\u53ef\u4ee5\u4e0b\u8f7d\u7684
底板:1号钢筋根数:【3000-2x35(保护层)】÷100=29.3,取整,加1,31根;
长度3600-2x35=3530,总长度:3530x31=109430mm=109.43m
重量:109.43x0.888kg/m=97.17kg
2号钢筋根数:【3600-2x35(保护层)】÷120=29.4,取整,加1,31根;
长度3000-2x35=2930,总长度:2930x31=90830mm=90.83m
重量:90.83x0.888kg/m=80.65kg
柱钢筋:
直径14mm:长度:800+300+350-35(柱顶保护层)-35(底板保护层)-12-12(底板筋直 径) +100(弯钩长)=1456mm
总长度:1.456x6(根)=8.736m
总重量:8.736x1.208kg/m=10.55kg
直径16mm:长度:800+300+350-35(柱顶保护层)-35(底板保护层)-12-12(底板筋直 径) +100(弯钩长)=1456mm
总长度:1.456x4(根)=5.824m
总重量:5.824x1.578kg/m=9.19kg
直径20mm:长度:800+300+350-35(柱顶保护层)-35(底板保护层)-12-12(底板筋直 径) +100(弯钩长)=1456mm
总长度:1.456x4(根)=5.824m
总重量:5.824x2.466kg/m=14.36kg
直径8mm箍筋:800-35x2(保护层)+600-35x2(保护层)+10x8x2(弯钩)=1420mm=1.42m
箍筋个数:【800-35(保护层)】÷100=7.65 取整,加1,9个,再加基础中的2个,总共11个
箍筋重量:1.42x11x0.395kg/m=6.67kg
直径8mm拉筋:600-35x2(保护层)+5x8x2(弯钩)=610mm=0.61m
拉筋根数:【800-35(保护层)】÷400=1.825 取整,加1,3个,每层有三根,共9根
拉筋长度:0.61x9=5.49m
拉筋重量:5.49x0.395kg/m=2.17kg
统计:
直径10以内:
2.17+6.67=8.84kg
直径10以上直径25以内:
97.17+80.65+10.55+9.19+14.36=211.92kg
绛旓細鍙渶鑱旂郴杞﹀簥鍗栧锛屽憡鐭ヨ溅搴鍦板熀瀛旂殑璺濈锛屾寜浠栦滑璇寸殑瑕佹眰鍦ㄥ湴涓婃寲鍑洪暱瀹介珮鍚堥傜殑鍧戝氨琛屼簡锛岃溅搴婁細闄勫甫鍥哄畾铻烘潌鐨勶紝涔板洖鍚庡惂鍥哄畾鐐硅涓婅灪鏉嗙敱涓撲笟浜哄+杩涜姘村钩璋冩暣锛岃皟濂藉悗鏀剧疆3~5澶╁啀妫娴嬫按骞冲害锛岃揪鍒拌姹傚嵆鍙亴娉ㄦ贩娉ュ湡锛岃繛缁柦姘寸洿鑷虫贩鍑濆湡鍑濆浐鍗冲彲浣跨敤锛亊姝よ繃绋嬫棤闇璐拱鍏朵粬鏉愭枡锛屽崠瀹惰繃鏉ュ畨瑁呯殑璇濊繛...
绛旓細鎴戝彧鑳藉憡璇変綘 灏变綘缁杩欎釜鍥 鏍规湰娌℃硶鍥炵瓟浣犵殑闂
绛旓細纭畾鐗瑰緛鍊 浣滀负宸ョ▼浜哄憳搴旇鏈嶄粠瑙勮寖锛屾部鐫瀹冪殑鎬濇兂锛岃鍚屽畠鐨勯亾鐞嗐侴B50007-2002鍙奊B50021-2001瀵逛笉鍚屽博鍦熸儏鍐垫湁涓嶅悓鐨勮瀹氾紝浣嗗畠浠殑鎬濇兂鏄互鑽疯浇璇曢獙涓轰富锛岀悊璁鸿绠楋紙鍐嶉珮鏄庣殑鍏紡涔熸槸锛変负杈呫傚湪GB50007閲岋紝娣卞眰骞崇増鑽疯浇璇曢獙鍩烘湰鏄壒寰佸煎彇鏋侀檺鍊肩殑0.5鍊嶏紱宀╁熀鑽疯浇璇曢獙鍩烘湰鏄壒寰佸煎彇鏋侀檺鍊肩殑1/3...
绛旓細涔熶笉鐭ラ亾浣犵殑鍦板熀闀裤佸灏哄鍙婇棬鏄湪閭d釜灏哄鏂瑰悜锛屾垜瀹剁殑灏辨槸鍐滄潙閭g涓夐棿涓よ116m2鐨勪笁灞傦紝鐮栨贩缁撴瀯锛屾湁鍫傚眿銆佸帹鎴裤佸崼鐢熼棿銆佸ぉ浜曪紝闈㈢Н涓庝綘鐨勫緢鎺ヨ繎锛屾槸92骞磋嚜宸辫璁℃柦宸ョ殑锛岀幇缁撳悎浣犵殑闈㈢Н璇翠竴涓嬩腑鍒颁腑灏哄锛屾诲紑闂11m锛岃繘娣10.43m,鍫傚眿寮闂4m,杩涙繁4.65m,涓よ竟鎴块棿寮闂3.5m,杩涙繁4.65m,妤兼鍜...
绛旓細涓銆佹帶鍒舵ф帰瀛斿拰涓鑸ф帰瀛旂殑鍖哄埆 1銆佸竷璁剧洰鐨勪笉鍚 锛1锛夋帶鍒舵у嫎鎺㈢偣锛氫负鎺у埗鍦哄湴鍦板眰缁撴瀯锛屾弧瓒冲満鍦般鍦板熀鍩虹鍜屽熀鍧戝伐绋嬬殑绋冲畾鎬с佸彉褰㈣瘎浠枫傦紙2锛変竴鑸у嫎鎺㈢偣锛氫负鏌ユ槑鍦板熀涓昏鍙楀姏灞傛ц川锛屾弧瓒充富瑕佸彈鍔涘眰鍦板熀鎵胯浇鍔涜瘎浠枫2銆佸竷璁炬暟閲忎笉鍚 锛1锛夋帶鍒舵у嫎鎺㈢偣锛氶珮灞傚缓绛戠兢鎺у埗鎬у嫎鎺㈢偣鏁伴噺涓嶅簲...
绛旓細绠卞瀷鍩虹涓昏鏄敱閽㈢瓔鐮煎簳鏉裤侀《鏉裤佷晶澧欏強涓瀹氭暟閲忕旱澧欐瀯鎴愮殑灏侀棴绠变綋銆傚綋涓婇儴寤虹瓚鐗╀负鑽疯浇澶с佸鍦板熀涓嶅潎鍖娌夐檷瑕佹眰涓ユ牸鐨勯珮灞傚缓绛戙侀噸鍨嬪缓绛戜互鍙婅蒋寮卞湡鍦板熀涓婄殑澶氬眰寤虹瓚鏃讹紝涓哄鍔犲熀纭鍒氬害锛屽皢鍦颁笅瀹ょ殑搴曟澘銆侀《鏉垮拰澧欎綋鏁翠綋娴囩瓚鎴愮瀛愮姸鐨勫熀纭锛岀О涓虹鍨嬪熀纭銆傛鍩虹鐨勫垰搴﹁緝澶э紝鎶楅渿鎬ц兘杈冨ソ锛屾湁杈冨ソ鐨...
绛旓細浠涔堟椂鍊欏缓?鍦ㄥ摢涓渷锛燂紙鍗楀寳鍦板煙宸紓鍚勬湁涓嶅悓锛岃璇︾粏璇存槑锛夊缓妗嗘灦杩樻槸鐮栨贩缁撴瀯锛熸垜鏄缓绛戣璁″笀
绛旓細浜诧細鎮ㄦ槸鎯宠鑷凡鎵垮寘鎴垮瓙鐨勫缓璁惧悧锛熻繖鍙槸涓潪甯稿ぇ鐨勫伐绋嬪摝锛屽懙鍛碉紒寤鸿鎮ㄥ彲浠ユ壘涓撲笟鐨勮淇叕鍙告潵甯偍璁捐鍜岃淇瓑锛涜櫧鐒惰浼氳姳澶氫竴鐐圭殑璐圭敤锛屼絾鍙互鏍规嵁鎮ㄧ殑闇姹傛潵璁捐锛岃揪鍒版偍鐞嗚В鎯充腑鐨勬埧瀛愶紒
绛旓細浣犺繖鏄姩鍦 浣犳槸鍏竷骞寸敓浜哄睘鍏斿瓙銆佷綘澶汉鍏叚骞村睘铏庯紝濂冲効灞為┈ 閭e氨鏄12鏈16閳わ紝鍐滃巻鐨勫崄鏈堝垵鍏烦鏃跺彲浠ュ姩鍦燂紝涓嶅啿涓嶅锛屼綘瀹剁殑鎴垮瓙瑕佹槸鍗楀寳鏈濆悜锛岄偅灏变粖骞存姄绱у仛璧锋潵锛岃嫢鏄笢瑗挎湞鍚戯紝閭e氨鏄庡勾鍐嶅仛锛屼粖骞村厛鏄姩鍦
绛旓細濡傛灉鏄暱涔呯殑寤虹瓚鐗鍦板熀杈句笉鍒拌璁℃壙杞借姹傦紝閮借鎵撴々锛