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轉(zhuǎn)換比率:金額 X 10=金幣數(shù)量, 例100元=1000金幣 | 論文字?jǐn)?shù):22032 | ![]() | |
折扣與優(yōu)惠:團(tuán)購(gòu)最低可5折優(yōu)惠 - 了解詳情 | 論文格式:Word格式(*.doc) | ![]() |
摘要:本工程為武隆仙女山鎮(zhèn)政府辦公樓工程,工程結(jié)構(gòu)為鋼筋混凝土框架結(jié)構(gòu),本工程的抗震設(shè)防重要分為丙類,抗震設(shè)防烈度為6度,設(shè)計(jì)基本地震加速度為0.05g,設(shè)計(jì)地震分組為第一組;建筑場(chǎng)地類型為I類場(chǎng)地,主體結(jié)構(gòu)抗震等級(jí):四級(jí)。本工程主要任務(wù)包括第二章的施工組織設(shè)計(jì)、模板專項(xiàng)設(shè)計(jì)以及用SAP2000軟件驗(yàn)算其模板的穩(wěn)定性。 在施工組織設(shè)計(jì)中,主要是工程的基礎(chǔ)、梁、板、柱、鋼筋、模板、安裝、裝飾的工程量以及算各分部工程的進(jìn)度計(jì)劃,以及最后完成工程的工期,并用A2圖紙繪制平面布置圖以及雙代號(hào)網(wǎng)絡(luò)進(jìn)度圖。 在模板專項(xiàng)設(shè)計(jì)中,主要是為基礎(chǔ)、梁、柱、面板選取何種材料、大小的模板以及驗(yàn)算選取的模板是否滿足強(qiáng)度以及撓度等要求。并用A2圖紙繪制模板的平面布置圖,以及基礎(chǔ)模板、梁模板、柱模板的大樣圖。 在SAP2000軟件計(jì)算中,主要是模板支架立柱是按軸心受壓桿件的穩(wěn)定性來(lái)計(jì)算的,實(shí)際上模板支架立柱(腳手架鋼管)通過(guò)縱橫水平桿連接,是一個(gè)結(jié)構(gòu)整體,當(dāng)支承樓板發(fā)生撓度沉降時(shí),將在模板支架立柱中產(chǎn)生次生應(yīng)力,本章將采用SAP2000對(duì)此作分析,驗(yàn)算其穩(wěn)定性。 關(guān)鍵詞:施工組織設(shè)計(jì) 合同工期 平面布置圖 網(wǎng)絡(luò)計(jì)劃圖 模板SAP2000
ABSTRACT:This works for Wulong Fairy Town government buildings engineering, engineering structures of reinforced concrete frame structure, the project is divided into C major seismic, seismic fortification intensity is 6 degrees, the basic design earthquake acceleration of 0.05g, designing earthquake grouping for the first group; building site type is I class venue, the main structure seismic rating: four. The main tasks include project Chapter construction design, template design, and use of special software SAP2000 checking the stability of its template. Which, in the construction organization design, mainly engineering foundation, beams, plates, columns, steel, template, installation, decoration and calculate the amount of engineering works schedule of each segment, and the final completion of the construction period, the project contract duration is 170 days, the project pipeline under construction organization get the final duration of 166 days, the period of the contract workers to complete the project to meet the requirements. A2 drawings with drawing a floor plan and progress-arrow network diagram. In the special template design, primarily based, beams, columns, panels, select what materials, the size of the template, and checking whether the selected template to meet the strength and deflection requirements. A2 drawings with drawing template floor-plan, and basic template, templates beams, columns template large drawing. In SAP2000 software calculations, mainly template support column is based on the stability of Centrally Compressed pieces to calculate, in fact, template support column (scaffolding pipe) connected through vertical and horizontal bar is a whole structure, occurs when the supporting floor deflection settlement, it will support column in the template to generate secondary stress, this chapter will be analyzed using SAP2000, checking its stability. Keywords: construction design;contract duration; floor-plan;network plan;template;SAP2000
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