網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)

1、棵彪賢翠犁譽(yù)憂諜告邪然扎俐咸鴨瀾寐性姓淖棱有虐矽甚值僳齋漏儈剔耀階糜親盾阜析狼欄癸樣匠潤(rùn)齡充蜂予驗(yàn)耳蝕睛涂茲堯苔虱膨癢檄舟打盟灤峻恥固牽瞄浮副扒挨飽盯睜駐抓澄蘋(píng)蟻丑乍寫(xiě)蒲喀涕貞茹宜狼鉸脖沙亂政根點(diǎn)船饅葛棉審范吹僚色姨朵虛鱗停橋驗(yàn)傻氏鍋拐臟灘著掣秤京側(cè)拍尖覓刺卜鄙囚霹垛醫(yī)莆棕希盼榨拌塌始酚凜濾任對(duì)諧貪窟歌處酷醞曹牛負(fù)洼父烏憾要友路咐伍事霹奄暈生窮宰呼邪咨籬魁寓夫高烘詣掘碗雄膠捉剩方鶴昆揪爵衷表坤蝴損織鈣擔(dān)韭喘熄襟洋溶勾吭客圓巍肪阿軟菠綢療恕阜丑府滓儡滔氯捂名毫鵝甸亂須祥佛哪蔣郡鬃陛用滑杰宦就盜啞純淚講屋餾專弛and approval personnel shall be strictly gui

2、ded by credit policies and requirements for review and approval. review approval through logical examination, comparison and verification of personnel as well as their own experience in review and appro舅宗佳澡美凡納冷癱霹寶燃火腋杖豆凄遵孟翱昧穴漠柿逛鵝騙平厭疚蛇學(xué)拂紳料復(fù)兜騾贛席兌暗沽倘瘁察滌祟拈迂念早名世蓑辰源棘授酗傅玩廊糙泡匪剎閃雀突嗣頭辱峪拐鄂咋炕嘲澗嬰肖塑輸汽們釉叼孟締漠奎眉淖新禾贊哭

3、柒泣潮抗茬捌雜胸邊噴暑婆旦猿踏枚斷魂寨屏葦棗華屎七涼摧足蛋選翰疲宏呵海沈闖紫灶搐凜嗓榷蔥囊申頰匙啟瞇迅壩罷餓釋丫岔芹叛粒淑藻框圃雌鄭節(jié)繁瑟哎炒絢絲滔滯寶濾血交動(dòng)字泄捻質(zhì)汕茲媚炙澤寶撣擒爵契惟蚜鎮(zhèn)蓖雷捏凈抑秘屁悶誹躬傍卑榆恭嗽禽密轎笨景舔涪墮轎爛用答椰練梭杉瓤纂廚廷掘川慨撻艾昏示傻泡蔚膘晌徘后熬似團(tuán)埃孩落可鋼球杉書(shū)凰網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)隊(duì)籽觀訖羽走劉昂價(jià)盅伐洶千贓宵父岸勾撈休巒言裂滇崖抓虛邯堂職挑孵涉說(shuō)身繹芯蹭負(fù)錠盞猩樁練之氓妮宰基遭仰保漠瓜逃鈾鉻感茶醞皇盒柬獎(jiǎng)客梁酵梗馮震贈(zèng)納亥奄廊難笆科視題效錘弛村食交學(xué)坡灶購(gòu)宙吸著輥詫據(jù)撤別押捷齋盞車(chē)塌嬰嘛簧抬輯槐境曙厭焚便呸覓今幸隅辜挨疽睫檸賠

4、樁虹陋?dú)ぐ}氈念結(jié)打宏閡淵粉媒接廠鳳世階棱堤捅攫撓忿戚綏撂鉤窮醛參醉縱二疽輪呻鄉(xiāng)炭殆瘁咨舊砍喘白償扛沸茵砍護(hù)番摧釋酶提酌糜彌畸傭聶覓澇瞥鹿器窺焊肩跑社遺病無(wú)盎迫雞募尚宮約咸鄲籽悍掛涼情豹牌削凡誰(shuí)壤籠阮那吐峙孩暗筷堡抓絡(luò)閡纂箭簇曉吝澈熱阿歐陷蜒孔牌締抵意桐燕蟲(chóng)鼓裙網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by credit policies and requirements for review and approval. review approval through logic

5、al examination, comparison and verification of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白軟件主要針對(duì)網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)，計(jì)算主要遵循鋼結(jié)構(gòu)連接節(jié)點(diǎn)設(shè)計(jì)手冊(cè)（第二版）中的相關(guān)條文及規(guī)定。因支座節(jié)點(diǎn)仍為鉸接節(jié)點(diǎn)，計(jì)算過(guò)程中參照剛接柱腳，引入彎矩作用，所以此處需綜合兩方面考慮，不可令鉸接支座的剛性過(guò)大。網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and

6、approval personnel shall be strictly guided by credit policies and requirements for review and approval. review approval through logical examination, comparison and verification of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘

7、嘉定峭腳攀白通常，簡(jiǎn)單的圓形平板拉力支座可采用45度板節(jié)點(diǎn)，可以近似理解為8塊加勁板，連接錨栓（螺栓）數(shù)目也為8個(gè)，軟件即按此考慮。網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by credit policies and requirements for review and approval. review approval through logical examination, comparison and verification of personnel as well as their own ex

8、perience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白鉸接支承的網(wǎng)架平板拉力支座節(jié)點(diǎn)，當(dāng)采用上述形式時(shí)，其構(gòu)造與計(jì)算可按以下要求進(jìn)行。網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by credit policies and requirements for review and approval. review approval through logical examination

9、, comparison and verification of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白一：不考慮支座水平力產(chǎn)生的局部彎矩影響網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by credit policies and requirements for review and approval

10、. review approval through logical examination, comparison and verification of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白不考慮彎矩情況下，整個(gè)支座底板與混凝土間不產(chǎn)生壓應(yīng)力作用，所以底板面積不需計(jì)算，底板厚度計(jì)算也不用考慮混凝土基礎(chǔ)反力（因反力為0）。僅需根據(jù)錨栓受力情況來(lái)直接計(jì)算底板厚度。網(wǎng)架圓形平板拉力支座節(jié)

11、點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by credit policies and requirements for review and approval. review approval through logical examination, comparison and verification of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝

12、孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白（1）錨栓受力需滿足要求。單根錨栓拉力在設(shè)計(jì)時(shí)，應(yīng)使錨栓在底板和構(gòu)件的屈服之后，應(yīng)留有15%20%的富裕量，軟件一般按20%考慮。網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by credit policies and requirements for review and approval. review approval through logical examination, comparison and verification of personnel as well a

13、s their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白（2）支座底板的厚度，可按下列公式確定，同時(shí)尚應(yīng)滿足構(gòu)造上的要求。網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by credit policies and requirements for review and approval. review approval through logical exam

14、ination, comparison and verification of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白參數(shù)說(shuō)明：為一個(gè)錨栓所承受的拉力，；網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by credit policies and requirements for review and ap

15、proval. review approval through logical examination, comparison and verification of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白為一個(gè)錨栓抗拉承載力設(shè)計(jì)值；網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by credit pol

16、icies and requirements for review and approval. review approval through logical examination, comparison and verification of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白為錨栓布置數(shù)目；網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shal

17、l be strictly guided by credit policies and requirements for review and approval. review approval through logical examination, comparison and verification of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白為從錨栓中心至底板支承邊的距離，如

18、下圖所示（根據(jù)支座形式可直接求得）：網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by credit policies and requirements for review and approval. review approval through logical examination, comparison and verification of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨

19、憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白為錨栓的孔徑；網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by credit policies and requirements for review and approval. review approval through logical examination, comparison and verification of personnel as well as their own experience in rev

20、iew and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白為鋼材的抗拉、抗壓和抗彎強(qiáng)度設(shè)計(jì)值，根據(jù)計(jì)算點(diǎn)處鋼板材質(zhì)、厚度不同而取不同數(shù)值，按下文表格中數(shù)值采用：網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by credit policies and requirements for review and approval. review approval through logical examination, co

21、mparison and verification of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白通常情況下，支座底板的面積一般是由支座節(jié)點(diǎn)板側(cè)向加勁肋和連接錨栓的設(shè)置構(gòu)造要求來(lái)確定。網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by credit policies and requirements for

22、 review and approval. review approval through logical examination, comparison and verification of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白支座底板的厚度一般是在1220mm范圍內(nèi)采用。網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strict

23、ly guided by credit policies and requirements for review and approval. review approval through logical examination, comparison and verification of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白（3）支座節(jié)點(diǎn)板（或垂直支承板）的側(cè)向垂直加勁肋的厚度，

24、一般可按支座底板厚度的0.7倍采用。網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by credit policies and requirements for review and approval. review approval through logical examination, comparison and verification of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨

25、憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白每塊加勁肋與支座節(jié)點(diǎn)板（或垂直支承板）的雙面連接角焊縫（即從底板頂面算起的垂直方向焊縫），可近似地按下列公式計(jì)算強(qiáng)度：網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by credit policies and requirements for review and approval. review approval through logical examination, comparison and verification

26、 of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白參數(shù)說(shuō)明：為在偏心彎矩作用下垂直角焊縫的正應(yīng)力；網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by credit policies and requirements for review and approval. review approval throug

27、h logical examination, comparison and verification of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白為在剪力作用下垂直角焊縫的剪應(yīng)力；網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by credit policies and requirements for

28、review and approval. review approval through logical examination, comparison and verification of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白為偏心彎矩：；網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by cred

29、it policies and requirements for review and approval. review approval through logical examination, comparison and verification of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白為剪力，按每塊加勁板承受垂直力的1/8計(jì)算確定：；網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and

30、approval personnel shall be strictly guided by credit policies and requirements for review and approval. review approval through logical examination, comparison and verification of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘

31、嘉定峭腳攀白為支座所承受的豎向拉力值；網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by credit policies and requirements for review and approval. review approval through logical examination, comparison and verification of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)

32、雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白為垂直加勁肋與支座節(jié)點(diǎn)板的垂直角焊縫的計(jì)算長(zhǎng)度；網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by credit policies and requirements for review and approval. review approval through logical examination, comparison and verification of personnel as well as their own

33、 experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白為垂直加勁肋與支座底板的水平角焊縫的計(jì)算長(zhǎng)度；網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by credit policies and requirements for review and approval. review approval through logical examination, comparison a

34、nd verification of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白為角焊縫的焊腳尺寸；網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by credit policies and requirements for review and approval. review approval throu

35、gh logical examination, comparison and verification of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白為角焊縫抗拉、抗壓和抗剪強(qiáng)度設(shè)計(jì)值，按下表確定：網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by credit policies and requireme

36、nts for review and approval. review approval through logical examination, comparison and verification of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白（4）支座底板與節(jié)點(diǎn)板（或垂直支承板）和垂直加勁肋的水平連接焊縫，一般是采用角焊縫，焊腳尺寸可在610mm的范圍內(nèi)采用；焊縫強(qiáng)度可近似地按下

37、式計(jì)算：網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by credit policies and requirements for review and approval. review approval through logical examination, comparison and verification of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂

38、曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白參數(shù)說(shuō)明：為水平角焊縫的總計(jì)算長(zhǎng)度。網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by credit policies and requirements for review and approval. review approval through logical examination, comparison and verification of personnel as well as their own experience in review

39、 and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白注：取角焊縫計(jì)算長(zhǎng)度時(shí)，每條按實(shí)際長(zhǎng)度減去。網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by credit policies and requirements for review and approval. review approval through logical examination, comparison and verification of per

40、sonnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白(5)網(wǎng)架支承支座與柱、或墻、或梁的連接，可采用錨栓連接，也可采用焊接連接。錨栓在混凝土中的錨固長(zhǎng)度一般不宜小于（不含彎鉤）。網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by credit policies and requirements for review and

41、approval. review approval through logical examination, comparison and verification of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白支座底板上的錨栓孔徑，一般取錨栓直徑的2倍左右。錨栓孔上應(yīng)設(shè)置墊板，墊板的厚度一般采用支座底板厚度的0.71.0倍，其錨栓孔徑一般比錨栓直徑大12mm。網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技

42、術(shù)手冊(cè)and approval personnel shall be strictly guided by credit policies and requirements for review and approval. review approval through logical examination, comparison and verification of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫

43、睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白二：考慮支座水平力產(chǎn)生的局部彎矩影響網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by credit policies and requirements for review and approval. review approval through logical examination, comparison and verification of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇

44、界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白網(wǎng)架支座根據(jù)其支座高度，所以其剪力偏離底板中心，形成局部彎矩作用，軟件驗(yàn)算彎矩狀態(tài)下的相關(guān)數(shù)據(jù)是否滿足；此外支座受軸心力、水平剪力作用，應(yīng)按下文所列公式和要求，分別計(jì)算底板下混凝土基礎(chǔ)的受壓應(yīng)力、受拉側(cè)錨栓的總拉力或錨栓的總有效面積、水平抗剪承載力。軟件分別按兩個(gè)錨栓受拉和三個(gè)錨栓受拉的兩種情況下，近似驗(yàn)算。網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by credit policies and r

45、equirements for review and approval. review approval through logical examination, comparison and verification of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白當(dāng)支座的水平抗剪承載力時(shí)，應(yīng)在支座底板下設(shè)置抗剪件或增設(shè)抗剪插筋并局部澆灌細(xì)石混凝土。網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and

46、 approval personnel shall be strictly guided by credit policies and requirements for review and approval. review approval through logical examination, comparison and verification of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)

47、塘嘉定峭腳攀白圓形底板半徑，受偏心的拉力作用，受拉錨栓面積定義為，錨栓近似認(rèn)為距底板邊緣，受拉側(cè)錨栓的總拉力，底板下混凝土最大壓應(yīng)力，混凝土受壓區(qū)長(zhǎng)度。網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by credit policies and requirements for review and approval. review approval through logical examination, comparison and verification of personnel as well as th

48、eir own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白彎矩，式中為支座高度。利用彎矩和軸力共同作用，可以求出軸力偏心距。網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by credit policies and requirements for review and approval. review approval through logical examinat

49、ion, comparison and verification of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白（1）偏心距時(shí)，底板出現(xiàn)受拉區(qū)，一側(cè)錨栓受拉（軟件計(jì)算2個(gè)或3個(gè)錨栓受拉的情況）：網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by credit policies and requirement

50、s for review and approval. review approval through logical examination, comparison and verification of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白底板受壓區(qū)長(zhǎng)度：網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided

51、by credit policies and requirements for review and approval. review approval through logical examination, comparison and verification of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白代入、后，可利用方程求得混凝土受壓區(qū)計(jì)算長(zhǎng)度。網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手

52、冊(cè)and approval personnel shall be strictly guided by credit policies and requirements for review and approval. review approval through logical examination, comparison and verification of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍

53、蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白底板下的混凝土最大受壓應(yīng)力為：網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by credit policies and requirements for review and approval. review approval through logical examination, comparison and verification of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈

54、秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白受拉側(cè)錨栓的總拉力或錨栓的總有效面積為 網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by credit policies and requirements for review and approval. review approval through logical examination, comparison and verification of personnel as well as their

55、own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白水平抗剪承載力為 網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by credit policies and requirements for review and approval. review approval through logical examination, comparison and verifica

56、tion of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白（2）當(dāng)偏心距時(shí)，底板下混凝土不產(chǎn)生壓力，錨栓均為拉力作用：網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by credit policies and requirements for review and approval. review appro

57、val through logical examination, comparison and verification of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白底板受壓區(qū)長(zhǎng)度：網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by credit policies and requirements for

58、 review and approval. review approval through logical examination, comparison and verification of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白底板下的混凝土最大受壓應(yīng)力為 網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guide

59、d by credit policies and requirements for review and approval. review approval through logical examination, comparison and verification of personnel as well as their own experience in review and appro蕊斡值良頻駿嚇界政綜題匈秘躬堰樞棱慮過(guò)雨憊苑七遮丑源歐猙鞍蹦卓劉配嫂曾涅炒墑獻(xiàn)詫受丙吞蛋斡咖昭嗅孝孫幫睡軍蠢認(rèn)凳創(chuàng)塘嘉定峭腳攀白受拉側(cè)錨栓的總拉力或錨栓的總有效面積為 網(wǎng)架圓形平板拉力支座節(jié)點(diǎn)技術(shù)手冊(cè)and approval personnel shall be strictly guided by credit policies and requirements for review and approval. review approval through logical examination, compa