發(fā)布時(shí)間：2018-02-09 23:11

  本文關(guān)鍵詞： 建筑工業(yè)化 裝配式結(jié)構(gòu) 施工工藝 現(xiàn)場(chǎng)預(yù)制　出處：《哈爾濱工業(yè)大學(xué)》2014年碩士論文　論文類型：學(xué)位論文

【摘要】：近年來(lái)，隨著我國(guó)建筑工業(yè)化和住宅產(chǎn)業(yè)化進(jìn)程的不斷加速，建筑行業(yè)以前所未有的速度發(fā)展。工廠預(yù)制、現(xiàn)場(chǎng)安裝的各類裝配式結(jié)構(gòu)在工程應(yīng)用過(guò)程中迅速推廣，工業(yè)化的施工方法成為符合當(dāng)今社會(huì)生產(chǎn)力水平的先進(jìn)生產(chǎn)方式。在過(guò)去的幾十年里，砌塊整澆墻結(jié)構(gòu)體系在哈爾濱工業(yè)大學(xué)科研團(tuán)隊(duì)的推動(dòng)下不斷發(fā)展、不斷改進(jìn)，大量應(yīng)用于實(shí)際工程中。隨著施工水平的不斷提高，傳統(tǒng)現(xiàn)場(chǎng)砌筑的方法暴露出其不足之處，配筋砌塊砌體結(jié)構(gòu)的預(yù)制裝配化成為砌塊整澆墻結(jié)構(gòu)體系的發(fā)展方向，而現(xiàn)場(chǎng)預(yù)制這種全新的工業(yè)化施工理念與砌體結(jié)構(gòu)施工特點(diǎn)的有機(jī)結(jié)合成為砌體結(jié)構(gòu)工業(yè)化生產(chǎn)的獨(dú)有優(yōu)勢(shì)。 本文提出了裝配式配筋砌塊砌體結(jié)構(gòu)這種全新的施工工藝，并對(duì)空心砌塊砌體墻片吊裝性能、各類綁扎材料拉伸性能、裝配式配筋砌塊砌體剪力墻制作過(guò)程進(jìn)行了試驗(yàn)研究，研究?jī)?nèi)容主要包括以下三個(gè)方面： （1）通過(guò)空心砌塊砌體墻片吊裝試驗(yàn)對(duì)其吊裝性能進(jìn)行研究，并提出吊裝安全要求；通過(guò)試驗(yàn)驗(yàn)證各種材料用作墻體綁扎的可行性，最終得到經(jīng)濟(jì)合理、工程適用的吊裝方案； （2）通過(guò)裝配式配筋砌塊砌體墻片的制作過(guò)程模擬裝配式配筋砌塊砌體結(jié)構(gòu)的施工過(guò)程，，并對(duì)施工質(zhì)量進(jìn)行檢驗(yàn)，試驗(yàn)中墻片的制作方案即可作為工程應(yīng)用中墻體的施工方案； （3）對(duì)裝配式配筋砌塊砌體結(jié)構(gòu)工法進(jìn)行了初步設(shè)計(jì)，主要包括豎向結(jié)合面、水平結(jié)合面的工程做法；針對(duì)試驗(yàn)中出現(xiàn)的問(wèn)題對(duì)工程做法提出了建議；對(duì)現(xiàn)場(chǎng)預(yù)制和工廠預(yù)制進(jìn)行理論概述，并通過(guò)實(shí)際工程比較兩者的差異。
[Abstract]:In recent years, with the continuous acceleration of the industrialization of construction and housing in China, the construction industry has developed at an unprecedented speed. All kinds of prefabricated structures, installed on site, have been rapidly popularized in the process of engineering application. The industrialized construction method has become an advanced mode of production in line with the level of social productive forces today. In the past few decades, the block cast-in-place wall structure system has been continuously developed and improved under the impetus of the research team of Harbin University of Technology. It is widely used in practical engineering. With the improvement of construction level, the traditional method of on-site masonry has exposed its shortcomings, and the precast assembly of reinforced block masonry structure has become the development direction of block cast-in-place wall structure system. The organic combination of the new industrial construction concept and the construction characteristics of masonry structure becomes the unique advantage of the industrial production of masonry structure. In this paper, a new construction technology of prefabricated reinforced block masonry structure is put forward. The hoisting performance of hollow block masonry wall, the tensile properties of various kinds of binding materials, and the manufacture process of prefabricated reinforced block masonry shear wall are studied experimentally. The research mainly includes the following three aspects:. (1) the hoisting performance of hollow block masonry wall is studied through hoisting test, and the safety requirements of hoisting are put forward, and the feasibility of using various materials as wall binding is verified through the test, and finally, an economical and suitable hoisting scheme is obtained. 2) simulating the construction process of fabricated reinforced block masonry masonry structure through the production process of fabricated reinforced block masonry wall, and checking the construction quality, the construction scheme of wall sheet in test can be used as the construction plan in engineering application; 3) the construction method of assembled reinforced block masonry is preliminarily designed, which mainly includes the engineering method of vertical joint surface and horizontal joint surface, and puts forward some suggestions to the engineering practice in view of the problems in the test. This paper summarizes the theory of field prefabrication and factory prefabrication, and compares their differences through practical engineering.
【學(xué)位授予單位】：哈爾濱工業(yè)大學(xué)
【學(xué)位級(jí)別】：碩士
【學(xué)位授予年份】：2014
【分類號(hào)】：TU754.1

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本文編號(hào)：1499084