本文關鍵詞： 建筑工業(yè)化 裝配式結構 施工工藝 現場預制　出處：《哈爾濱工業(yè)大學》2014年碩士論文　論文類型：學位論文

【摘要】：近年來，隨著我國建筑工業(yè)化和住宅產業(yè)化進程的不斷加速，建筑行業(yè)以前所未有的速度發(fā)展。工廠預制、現場安裝的各類裝配式結構在工程應用過程中迅速推廣，工業(yè)化的施工方法成為符合當今社會生產力水平的先進生產方式。在過去的幾十年里，砌塊整澆墻結構體系在哈爾濱工業(yè)大學科研團隊的推動下不斷發(fā)展、不斷改進，大量應用于實際工程中。隨著施工水平的不斷提高，傳統現場砌筑的方法暴露出其不足之處，配筋砌塊砌體結構的預制裝配化成為砌塊整澆墻結構體系的發(fā)展方向，而現場預制這種全新的工業(yè)化施工理念與砌體結構施工特點的有機結合成為砌體結構工業(yè)化生產的獨有優(yōu)勢。 本文提出了裝配式配筋砌塊砌體結構這種全新的施工工藝，并對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程進行了試驗研究，研究內容主要包括以下三個方面： （1）通過空心砌塊砌體墻片吊裝試驗對其吊裝性能進行研究，并提出吊裝安全要求；通過試驗驗證各種材料用作墻體綁扎的可行性，最終得到經濟合理、工程適用的吊裝方案； （2）通過裝配式配筋砌塊砌體墻片的制作過程模擬裝配式配筋砌塊砌體結構的施工過程，，并對施工質量進行檢驗，試驗中墻片的制作方案即可作為工程應用中墻體的施工方案； （3）對裝配式配筋砌塊砌體結構工法進行了初步設計，主要包括豎向結合面、水平結合面的工程做法；針對試驗中出現的問題對工程做法提出了建議；對現場預制和工廠預制進行理論概述，并通過實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.
【學位授予單位】：哈爾濱工業(yè)大學
【學位級別】：碩士
【學位授予年份】：2014
【分類號】：TU754.1

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