土木工程外文翻譯--論高層剪力墻建筑施工中的技術(shù)管理要點(diǎn)-建筑結(jié)構(gòu)-文庫(kù)吧在線(xiàn)文庫(kù)
【正文】 summary of experience in the construction process from time to time, to consider diligence, good break, the idea of several sets of construction plans analogy, optimization purposes. Well Hung highrise residential building construction, mainly thinking about the following detailed plans. Choice of earth excavation plan based on the engineering characteristics and surrounding environment conditions, the construction unit stratified selection of the size of the excavationmachine to stop excavation, pile top soil. 1 m thick and 5 000 m, with large crawler backhoemachine excavation。 厚的 1： 3水泥砂漿找平 (水泥砂漿內(nèi)摻抗裂劑 )。 積極推行和應(yīng)用新技術(shù)、新工藝、新資料在高層建 筑的施工過(guò)程中，積極地推行和應(yīng)用新技術(shù)、新工藝、新資料顯得特別重要。 依據(jù)以往的經(jīng)歷和山西建筑市場(chǎng)的現(xiàn)狀，現(xiàn)場(chǎng)簽證應(yīng)留意以下幾方面的問(wèn)題： 要熟習(xí)和控制本工程的合同、標(biāo)準(zhǔn)、定額和施工圖紙。 檔案材料的搜集與整理材料的搜集主要從以下幾方面著手： 熟習(xí)材料，整理目錄。這樣做，在工期和施工本錢(qián)的降低上均優(yōu)于小鋼模系統(tǒng)和竹膠模板系統(tǒng)。要精確肯定高層建筑的施工計(jì)劃，必 需對(duì)工程的周邊環(huán)境、施工進(jìn)度、質(zhì)量規(guī)范等停止全方位的理解，并在施工過(guò)程中不時(shí)地總結(jié)經(jīng)歷，勤考慮、善打破，多構(gòu)思幾套施工計(jì)劃，加以比擬，優(yōu)化施行。 再檢查構(gòu)造圖，校核尺寸、標(biāo)高，并思索配筋能否合理。 本文就高層剪力墻建筑施工中的技術(shù)管理要點(diǎn)作一引見(jiàn)。 施工 計(jì)劃的編制要科學(xué)、適用、經(jīng)濟(jì)，并停止動(dòng)態(tài)管理，以利于及時(shí)優(yōu)化。 及時(shí)同設(shè)計(jì)人員溝通。 理論證明，該工程采用了上述計(jì)劃后，開(kāi)挖土方，破樁 1 201根 (約 166 m )，工期共計(jì) 9 d，投入機(jī)械臺(tái)班 31個(gè)，勞力 405個(gè)工日，而預(yù)算需投入機(jī)械臺(tái)班 41個(gè)，勞力 996個(gè)工日，節(jié)約工程本錢(qián)約 2． O3萬(wàn)元。 伸縮縫的設(shè)置：該工程伸縮縫寬 30 cm，長(zhǎng)． 4 1TI，采用聚苯板替代模板，共需聚苯板235 1TI 。 “ 保證材料 ” 局部要控制好所代表的批量和運(yùn)用部位并填寫(xiě)正確。 簽證量較大時(shí)，或觸及到造價(jià)調(diào)整 較大的簽證，要化整為零，考究簽定的藝術(shù)性。如在外墻保溫板上抹灰， 常見(jiàn)的質(zhì)量通病是外表龜裂。 結(jié)語(yǔ)在高層建筑 施工中，一定要純熟控制施工技術(shù)管理要點(diǎn)。 application ofCFG pile layout orientation to the labor team, a special bucket to reach the goal of progressergonomics. Theoretical proof that the project using the above scheme, the excavation of earth, brokenpiles 1 201 (about 166 m), the duration of a total of 9 d, input Jixietaiban 31, 405 labordays, and the budget required to put the mechanical unitsClass 41, 996 labordays, savingabout 2 of the project capital. O3 ten thousand yuan. The transfer material platform turn feeding platform erection of the planned highrise building construction site of the applied frequency, the transfer material platform of strongand lunch is directly related to the project can be successfully stopped according toduration. After discussion, the project has denied the application of simple steel fastenerserection pick rack plans to turn the feeding platform, instead of using two No. channelprimary beam, on the 8th channel beam spacing of 1 m, Nobuhito indoor 1 .5 m, the mainbeam ends and central pull on the rope inclined to use the 16th fixed, capped with laddersboard, welding railings around the building envelope, the special transfer material platform,and was careful to stop the layout of the location, to meet construction needs, savingcapital, played a winwin results. The selected template plan the project for the whole shear wall constructed, the expansion joints for the graphic design, are arranged symmetrically on each shear wall area of 3 6001TI. Given this situation, thinking the large steel system. In doing so, the reduction of theduration and construction of capital are better than the system of small steel and bamboorubber template system. Thus, the project decided to adopt the system of large steel welded using traditional steelback sho
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