本文選題：裝配式結(jié)構(gòu) + 拼裝柱��； 參考：《華僑大學(xué)》2013年碩士論文

【摘要】：為適應(yīng)我國(guó)高層建筑產(chǎn)業(yè)工業(yè)化發(fā)展的需求，在鋼筋混凝土柱-鋼梁(Reinforced concrete column-steel beam, RCS)混合框架結(jié)構(gòu)這一新型結(jié)構(gòu)形式基礎(chǔ)上，，提出一種在柱中反彎點(diǎn)附近拼裝的RC柱-柱拼裝節(jié)點(diǎn)。該拼裝節(jié)點(diǎn)由下柱的杯口定位，通過(guò)榫柱連接，焊接縱筋，后澆拼裝段，以實(shí)現(xiàn)結(jié)構(gòu)沿豎向拼裝。該拼裝節(jié)點(diǎn)拼裝效率高、性能可靠。 本文完成了7個(gè)足尺拼裝柱軸壓性能試驗(yàn)和1個(gè)偏壓性能試驗(yàn)，重點(diǎn)開(kāi)展了以下四方面研究工作：(1)拼裝柱后澆前軸壓及偏壓性能試驗(yàn)；(2)后澆段不同養(yǎng)護(hù)時(shí)間下，拼裝柱軸壓性能試驗(yàn)，重點(diǎn)研究拼裝柱在不同階段的施工性能；(3)分析了拼裝柱軸壓性能的抵抗機(jī)理，推導(dǎo)了拼裝柱的軸壓承載力計(jì)算公式；(4)提出了相關(guān)設(shè)計(jì)和施工建議。試驗(yàn)研究表明：拼裝柱后澆前，軸心抗壓承載力為2564kN，為整澆RC柱承載力的46.2%；RC柱拼裝節(jié)點(diǎn)軸心抗壓承載力略低于整澆柱，并隨后澆段養(yǎng)護(hù)時(shí)間的增加而增加；與整澆柱的整體壓潰不同，RC柱拼裝節(jié)點(diǎn)的破壞形態(tài)為上部榫柱“擠入”下部后澆部分，導(dǎo)致下部后澆部分向外膨脹，并最終發(fā)生劈裂破壞，破壞過(guò)程有明顯預(yù)兆，表現(xiàn)出較好的延性。 完成了6個(gè)足尺拼裝柱抗剪及抗彎性能試驗(yàn)，重點(diǎn)研究了拼裝段配箍構(gòu)造對(duì)拼裝柱抗剪性能的影響和拼裝構(gòu)造對(duì)試件抗彎性能的影響�？辜粜阅茉囼�(yàn)結(jié)果表明，RC柱拼裝節(jié)點(diǎn)抗剪強(qiáng)度隨拼裝段箍筋數(shù)量的增加而提高，拼裝段設(shè)置2道復(fù)合箍即可保證試件抗剪強(qiáng)度高于整澆柱。抗彎性能試驗(yàn)結(jié)果表明，拼裝試件屈服承載力比整澆試件提高5.3%，且拼裝試件彎曲剛度與整澆試件基本相同，可滿足使用要求。
[Abstract]:In order to meet the needs of industrialization development of high-rise building industry in China, a new type of RC column-column assembly joint is proposed on the basis of reinforced concrete column-steel beam (RC) hybrid frame structure, which is assembled near the reverse bending point in the column. The joint is located by the cup mouth of the lower column, joined by tenon post, welded longitudinal reinforcement and cast-in-place assembly section after pouring, so that the structure can be assembled along the vertical direction. The assembly node has high efficiency and reliable performance. In this paper, seven full-scale column axial compression tests and one bias performance test have been completed. The following four aspects of research work have been carried out emphatically: 1) Pre-axial compression test and biasing compression performance test of post-pouring column with different curing time. This paper analyzes the resistance mechanism of the axial compression performance of the assembled columns, deduces the formula for calculating the axial compression capacity of the assembled columns, and puts forward the relevant design and construction suggestions. The experimental results show that the axial compression bearing capacity is 2564kN before post-pouring, which is a little lower than that of cast-in-place RC column assembly joints, and then increases with the increase of curing time of cast-in-place section. Different from the integral crushing of the cast-in-place column, the failure pattern of the RC column assembly joint is that the upper tenon column "squeezes" into the lower part of the post-pouring part, which causes the lower part of the post-pouring part to expand outwards, and finally the splitting failure occurs, and the failure process has obvious foreboding. It shows good ductility. The shear and flexural properties of six full-scale assembled columns were tested, and the influence of the hoop structure on the shear resistance and the flexural behavior of the assembled columns were studied. The results of shear test show that the shear strength of the joints of RC columns increases with the increase of stirrups, and the shear strength of the joints is higher than that of cast-in-place columns. The results of flexural properties test show that the yield bearing capacity of the assembled specimens is 5.33% higher than that of the cast-in-place specimens, and the bending stiffness of the assembled specimens is basically the same as that of the cast-in-situ specimens, which can meet the requirements of application.
【學(xué)位授予單位】：華僑大學(xué)
【學(xué)位級(jí)別】：碩士
【學(xué)位授予年份】：2013
【分類(lèi)號(hào)】：TU973.2

【參考文獻(xiàn)】

相關(guān)期刊論文 前10條

1 王清湘;劉士潤(rùn);司炳君;王剛;;鋼管混凝土柱-鋼梁穿筋節(jié)點(diǎn)低周反復(fù)荷載下受力性能[J];大連理工大學(xué)學(xué)報(bào);2012年01期

2 陳適才;閆維明;李振寶;王文明;高杰;;大型預(yù)制混凝土梁柱疊合板中節(jié)點(diǎn)整體抗震性能試驗(yàn)研究[J];工程力學(xué);2012年02期

3 陳海平;預(yù)制混凝土框架結(jié)構(gòu)中后張濕接縫剪力鍵的剪力傳遞性能[J];國(guó)外橋梁;1996年02期

4 薛偉辰;預(yù)制混凝土框架結(jié)構(gòu)體系研究與應(yīng)用進(jìn)展[J];工業(yè)建筑;2002年11期

5 羅青兒;張仟朋;程文p<;王蘊(yùn);翁煜輝;;裝配整體式鋼筋混凝土框架柱榫式接頭的試驗(yàn)研究[J];工業(yè)建筑;2008年10期

6 汪梅;梁書(shū)亭;李刻銘;朱筱俊;龐瑞;;全預(yù)制齒槽連接框架柱的受力性能研究[J];工業(yè)建筑;2010年02期

7 李鎮(zhèn)強(qiáng);西歐預(yù)制裝配混凝土建筑結(jié)構(gòu)技術(shù)發(fā)展概況[J];建筑結(jié)構(gòu);1997年08期

8 嚴(yán)薇,曹永紅,李國(guó)榮;裝配式結(jié)構(gòu)體系的發(fā)展與建筑工業(yè)化[J];重慶建筑大學(xué)學(xué)報(bào);2004年05期

9 丁永君;尚奎杰;萬(wàn)方貴;秦穎;;矩形鋼管混凝土柱-H型鋼梁節(jié)點(diǎn)抗震性能試驗(yàn)研究及有限元分析[J];建筑結(jié)構(gòu)學(xué)報(bào);2012年02期

10 張琰;美國(guó)和加拿大的裝配式鋼結(jié)構(gòu)建筑體系[J];建筑技術(shù)開(kāi)發(fā);1996年06期

本文編號(hào)：2010888