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鋼支撐的安裝技術解析?
2020.05.18
    1、安(an)裝(zhuang)鋼(gang)(gang)(gang)(gang)支(zhi)(zhi)撐(cheng)(cheng)(cheng)(cheng)時測量(liang)組(zu)放出支(zhi)(zhi)撐(cheng)(cheng)(cheng)(cheng)位(wei)置,在(zai)場外(wai)加工鋼(gang)(gang)(gang)(gang)圍(wei)(wei)(wei)檁,并將支(zhi)(zhi)撐(cheng)(cheng)(cheng)(cheng)牛(niu)腿鋼(gang)(gang)(gang)(gang)墊(dian)(dian)板(ban)(ban)與鋼(gang)(gang)(gang)(gang)圍(wei)(wei)(wei)檁上的輟板(ban)(ban)焊(han)接(jie)(jie),按照基(ji)坑寬度(du)組(zu)拼(pin)成一端(duan)固定,一端(duan)活(huo)動(dong)的地鐵鋼(gang)(gang)(gang)(gang)支(zhi)(zhi)撐(cheng)(cheng)(cheng)(cheng),長度(du)根據斷面寬度(du)暫定,微調采用鋼(gang)(gang)(gang)(gang)楔塊(kuai)(kuai),在(zai)格(ge)構(gou)(gou)柱(zhu)上沿線路前進(jin)方向(xiang)對稱(cheng)焊(han)接(jie)(jie)4塊(kuai)(kuai)加筋板(ban)(ban),根據支(zhi)(zhi)撐(cheng)(cheng)(cheng)(cheng)位(wei)置沿線路前進(jin)方向(xiang)在(zai)格(ge)構(gou)(gou)柱(zhu)上焊(han)接(jie)(jie)將支(zhi)(zhi)撐(cheng)(cheng)(cheng)(cheng)范(fan)圍(wei)(wei)(wei)內圍(wei)(wei)(wei)護樁結構(gou)(gou)表(biao)面鑿平作為(wei)鋼(gang)(gang)(gang)(gang)腰(yao)梁(liang)的支(zhi)(zhi)撐(cheng)(cheng)(cheng)(cheng)面并安(an)裝(zhuang)托架。安(an)裝(zhuang)鋼(gang)(gang)(gang)(gang)圍(wei)(wei)(wei)檁及(ji)支(zhi)(zhi)撐(cheng)(cheng)(cheng)(cheng)牛(niu)腿鋼(gang)(gang)(gang)(gang)墊(dian)(dian)板(ban)(ban),用C20砼(tong)填(tian)塞(sai)鋼(gang)(gang)(gang)(gang)腰(yao)梁(liang)與圍(wei)(wei)(wei)護樁之(zhi)間(jian)的空隙,用25T吊或(huo)塔吊吊裝(zhuang)組(zu)拼(pin)好的鋼(gang)(gang)(gang)(gang)支(zhi)(zhi)撐(cheng)(cheng)(cheng)(cheng)到鋼(gang)(gang)(gang)(gang)牛(niu)腿上,使活(huo)動(dong)端(duan)的較寬位(wei)置支(zhi)(zhi)撐(cheng)(cheng)(cheng)(cheng)在(zai)鋼(gang)(gang)(gang)(gang)墊(dian)(dian)板(ban)(ban)上,并在(zai)鋼(gang)(gang)(gang)(gang)支(zhi)(zhi)撐(cheng)(cheng)(cheng)(cheng)的下(xia)方墊(dian)(dian)塞(sai)硬木楔,然后用限位(wei)板(ban)(ban),限位(wei)筋固定鋼(gang)(gang)(gang)(gang)支(zhi)(zhi)撐(cheng)(cheng)(cheng)(cheng),采用兩臺(tai)油(you)壓千斤(jin)頂沿支(zhi)(zhi)撐(cheng)(cheng)(cheng)(cheng)兩側(ce)對稱(cheng)施加預應(ying)力,施加的預應(ying)力為(wei)設計軸力的0.6倍,待壓力表(biao)明顯衰(shuai)減后用鋼(gang)(gang)(gang)(gang)楔塊(kuai)(kuai)鎖定鋼(gang)(gang)(gang)(gang)支(zhi)(zhi)撐(cheng)(cheng)(cheng)(cheng)。 
    2、鋼支撐施工單位可以根據進料長度和施工工藝要求選定分節長度,根據基坑寬度在現場進行組裝,安裝后中心線偏差不應大于1/1000且小于20mm,鋼支撐的安裝周期不超過12H。鋼支撐活動端和固定端形式,施工單位可根據現有設備及加工經驗采用其他形式,但必須滿足受力要求。在鋼管一側設置預壓千斤頂(施工單位根據預加軸力設計值和選定的千斤頂自行設計制作加工)對其支撐進行預加軸力,具體預加軸力值見相關圖紙。 
    3、在同(tong)一(yi)墻段(duan)內(nei)施工同(tong)一(yi)高(gao)度的(de)支撐時(shi),所有固定端必(bi)須同(tong)時(shi)布置(zhi),安裝(zhuang),支撐安裝(zhuang)完畢后(hou),應(ying)及時(shi)檢查節點(dian)的(de)連接裝(zhuang)抗(kang),符合要求后(hou)同(tong)時(shi)使用千斤(jin)頂(ding)進行(xing)預(yu)加(jia)軸(zhou)力(li),以防同(tong)一(yi)墻段(duan)因受力(li)不平(ping)衡(heng)而對墻段(duan)產品破壞。鋼圍檁預(yu)應(ying)力(li)分兩次(ci)加(jia)載,每(mei)次(ci)按預(yu)應(ying)力(li)50%加(jia)載,在第(di)一(yi)次(ci)加(jia)預(yu)應(ying)力(li)后(hou)12H內(nei)觀(guan)測預(yu)加(jia)軸(zhou)力(li)損失及墻體水(shui)平(ping)位(wei)移,并復加(jia)預(yu)加(jia)軸(zhou)力(li)至(zhi)設計(ji)值。
    河北邁(mai)恒(heng)金屬制品有限公(gong)司是生產、銷售、倉儲、加工于一體的鋁模板配件生產型企業。主營:鋁模板銷釘、鋁模板銷片、鋁模板配件、小斜撐、斜支撐、鋼支撐、方通扣、K版螺母、拉條、頂托、穿墻絲等。如果您對我們的產品有興趣,請拔打我們的電話聯系我們~
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