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PC PC SRC PC the SRC connection structure between precast concrete column and precast concrete beam the plate connection structure between precast concrete upper column and precast concrete lower column

机译:PC PC SRC PC预制混凝土柱和预制混凝土梁之间的SRC连接结构预制混凝土上柱和预制混凝土下柱之间的板连接结构

摘要

According to an aspect of the present invention, there is provided a method of installing a PC beam on a vertically installed upper column, A column bracket 130 is installed at a lower end of the column concrete 110 of the upper column 100 and a column bracket 140 is installed at a side of the column steel frame 130 And a connection plate 150 is installed on the column bracket 140, A column main shaft 120 protrudes from the lower end of the column concrete 110 and is nut-coupled to the column lower plate 160, The PC beam 300 protruded from the upper end of the beam concrete 360 is bolted to the connecting plate 150 so that the beam 340 is bolted to the connecting plate 150, One end of the reinforcing bar 500 is inserted into the end of the PC beam 300, And the reinforcing bar 520 is joined to the other end of the reinforcing bar 500. The SRC coupling structure of the PC column and the PC beam is provided. 1. Inorder to realize an interior pillaras an embodiment, In order for the four PC beams 300 to be installed on four sides of the upper column 100, The column brackets 140 are respectively installed on four sides of the column steel frame 130, And the reinforcing bar (500) penetrates through the upper column (100). 2.As an example,To realize theexteriorcolumn, In order for the three PC beams 300 to be installed on three sides of the upper column 100, The column brackets 140 are respectively installed on three surfaces of the column steel frame 130, The reinforcing bars 500 of the two opposite PC beams 300 penetrate through the upper pillars 100, Anchor ribs 800 bent in a line are inserted into one surface of the upper column 100 where the PC beam 300 is not installed, One end of the anchor rib 800 and the other end reinforcement 500 of the PC beam 300 installed on the opposite side of one side of the upper column 100 where the PC beam 300 is not installed are connected to a coupler C) of the PC column and the PC beam. 3. Inorder to realize a corner postas an embodiment, In order to install the two PC beams 300 on two sides of the upper column 100 at right angles, The column brackets 140 are respectively installed on two surfaces of the column steel frame 130 on which the PC beam 300 is installed, Anchor ribs 800 bent in a line are inserted into two sides of the upper column 100 where the PC beam 300 is not installed, One end of the anchor rib 800 and the other end reinforcement 500 of the PC beam 300 installed opposite to two sides of the upper column 100 where the PC beam 300 is not installed are connected to a coupler C) of the PC column and the PC beam. 4. AndupperandlowerPC columnBy improving themutualcoupling structure, The upper pillars 100 are installed on the lower pillars 200, A column bracket 130 is installed at a lower end of the column concrete 110 of the upper column 100 and a column bracket 140 is installed at a side of the column steel frame 130 And, A column top plate 260 is installed at an upper end of the lower column 200, The upper and lower PC column-to-plate coupling structures are bolted to each other between the column lower plate (160) and the column top plate (260).
机译:根据本发明的一个方面,提供了一种在竖直安装的上柱上安装PC梁的方法,在上柱100的柱混凝土110的下端安装柱支架130和柱支架。 140安装在立柱钢架130的一侧,连接板150安装在立柱支架140上,立柱主轴120从立柱混凝土110的下端伸出,并螺母连接到立柱下板在图160中,从梁混凝土360的上端突出的PC梁300用螺栓固定在连接板150上,从而将梁340用螺栓固定在连接板150上,将加强筋500的一端插入到连接板150的一端。 PC梁300,并且将加强筋520接合到加强筋500的另一端。提供PC柱和PC梁的SRC结合结构。 1。为了实现内部支柱 作为一个实施例 ,为了将四个PC梁300安装在四个侧面上在上部立柱100的上部,在立柱钢架130的四个侧面分别安装有立柱支架140,加强筋(500)贯通上立柱(100)。 2。 例如, 实现 外部 列,将三个PC梁300安装在上柱100的三个侧面上,将柱托架140分别安装在柱钢框架130的三个表面上,两个相对的PC梁300的钢筋500穿过上柱在图100中,将成排弯曲的锚肋800插入未安装PC梁300的上柱100的一个表面中,锚肋800的一端和PC梁300的另一端加强件500安装在相对的位置上上柱100的未安装PC梁300的一侧的一侧连接到PC柱和PC梁的耦合器C)。 3。为了实现一个角柱 作为一个实施例 ,为了将两个PC梁300安装在墙的两侧,上柱100成直角,柱托架140分别安装在柱钢架130的安装有PC梁300的两个表面上,成一直线弯曲的锚定肋800插入上柱100的两侧。在未安装PC梁300的情况下,与未安装PC梁300的上部立柱100的两侧相对安装的PC梁300的锚固肋800的一端和另一端加强件500连接到连接器C )和PC梁。 4。并且 PC列 通过改进 相互 耦合结构,上柱100安装在下柱200上,柱支架130安装在上柱100的柱混凝土110的下端,立柱支架140安装在立柱钢架130的一侧,立柱顶板260安装在下立柱200的上端,上PC柱和下PC柱-板连接结构彼此螺栓连接在塔下板(160)和塔顶板(260)之间。

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