CN205206046U - Column-beam connection structure - Google Patents
Column-beam connection structure Download PDFInfo
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- CN205206046U CN205206046U CN201520808312.5U CN201520808312U CN205206046U CN 205206046 U CN205206046 U CN 205206046U CN 201520808312 U CN201520808312 U CN 201520808312U CN 205206046 U CN205206046 U CN 205206046U
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Abstract
Description
技术领域technical field
本实用新型涉及建筑技术领域,具体涉及一种柱梁连接结构。The utility model relates to the technical field of buildings, in particular to a column-beam connection structure.
背景技术Background technique
在现有的装配式建筑结构体系中,所采用的柱梁结构存在以下不足:(1)柱体采用横截面较小的型材制作,整幢建筑中柱子多,柱的间距小,建筑材料及施工成本较高;(2)梁与柱之间采用连接座、焊接或螺栓连接,连接安装速度慢,定位不方便,连接接头外露在柱体与梁体之外,占用楼层空间,影响室内过线和装饰;(3)梁与柱之间的连接强度、稳定性、抗变形性能在某些高标准建筑中还存在不足。In the existing prefabricated building structure system, the column-beam structure adopted has the following deficiencies: (1) The column body is made of a profile with a small cross-section. There are many columns in the whole building, and the spacing between the columns is small. The construction cost is relatively high; (2) The beams and columns are connected by connecting seats, welding or bolts, the installation speed of the connection is slow, and the positioning is inconvenient. (3) The connection strength, stability, and deformation resistance between beams and columns are still insufficient in some high-standard buildings.
实用新型内容Utility model content
本实用新型的目的是为了克服现有技术的不足,提供一种柱体横截面大、柱的间距大、节约成本、能快速定位、连接快捷、连接处不外露、不占用楼层空间、便于过线和装饰、连接强度高、稳定性好的新型柱梁连接结构。The purpose of this utility model is to overcome the deficiencies of the prior art, and provide a column with large cross-section, large column spacing, cost saving, fast positioning, fast connection, no exposed connection, no floor space occupation, and convenient transportation. A new type of column-beam connection structure with high connection strength and good stability.
本实用新型是通过以下技术方案予以实现的:The utility model is achieved through the following technical solutions:
柱梁连接结构,包括柱、梁、活动梁销,所述柱的柱体上设有用于与梁连接的活动梁销,所述活动梁销与柱体成活动连接,所述活动梁销可伸出或缩入柱体内,所述梁的两端设有与活动梁销对应的定位缺,连接时,将活动梁销插入到定位缺中,并同时用螺栓连接或焊接的方式将柱与梁连接为一体。The column-beam connection structure includes a column, a beam, and a movable beam pin. The column body of the column is provided with a movable beam pin for connecting with the beam. The movable beam pin is movably connected with the column body. The movable beam pin can be The two ends of the beam are provided with positioning gaps corresponding to the movable beam pins. When connecting, the movable beam pins are inserted into the positioning gaps, and at the same time, the column and the beam are connected by bolts or welding. The beams are connected as one.
进一步的,所述柱的宽度大于所述梁的宽度,所述梁的两侧设有加强强度的斜杆,所述斜杆一端与柱相连,另一端与梁的侧面相连。Further, the width of the column is greater than the width of the beam, and the two sides of the beam are provided with diagonal bars for strengthening strength, one end of the diagonal bar is connected with the column, and the other end is connected with the side of the beam.
进一步的,所述柱的上下两端设有内置法兰,柱与柱之间可通过内置法兰用螺栓连接,也可用焊接连接。Further, the upper and lower ends of the column are provided with built-in flanges, and the columns can be connected by bolts or welded through the built-in flanges.
进一步的,所述柱的内部设有柱隔板和柱撑杆,所述柱隔板焊接在箱形柱内壁上。Further, the interior of the column is provided with a column partition and a column brace, and the column partition is welded on the inner wall of the box-shaped column.
进一步的,所述柱撑杆或柱隔板上设有可转动的滚轮、滚珠轴承、滚环、或带轴的滚筒。Further, rotatable rollers, ball bearings, rolling rings, or rollers with shafts are provided on the column struts or column separators.
进一步的,所述柱的内部还设有用于施工的垂直梯。Further, a vertical ladder for construction is also provided inside the column.
本实用新型的技术效果如下:The technical effect of the utility model is as follows:
本实用新型的大型柱通过活动梁销、斜杆、螺栓与梁进行连接,上层柱与下层柱通过内置法兰连接,大型柱内部空间大、强度高、抗变形能力强,可减少建筑内的柱子数量,节约钢材用量和施工成本,提高施工速度,柱与梁、上层柱与下层柱之间的连接接头隐藏在梁体与柱体内部,解决了采用连接座所存在的连接座外露、占用楼层空间、影响楼层内部的装饰和美观的问题。The large column of the utility model is connected with the beam through movable beam pins, oblique rods, and bolts, and the upper column and the lower column are connected through built-in flanges. The large column has large internal space, high strength, and strong deformation resistance, which can reduce the building The number of columns saves the amount of steel and construction costs, and improves the construction speed. The connection joints between columns and beams, upper columns and lower columns are hidden inside the beams and columns, which solves the problems of exposed connection seats and occupation of connection seats. Floor space, issues affecting the finish and aesthetics of the interior of a floor.
本实用新型优先采用大型箱形柱,柱体的内部设有柱隔板、柱撑杆、垂直梯、内置法兰,所述柱隔板沿箱形柱内壁四周固定,所述柱撑杆的两端分别与箱形柱内相对的内壁相连,综合受力性能好、承重性能高、不易变形、方便在柱体内进行柱梁连接、上层柱与下层柱的连接,解决了现有柱体结构不合理、易变形、连接处受力薄弱的问题。The utility model preferably adopts a large box-shaped column, and the inside of the column is provided with a column partition, a column brace, a vertical ladder, and a built-in flange. The column partition is fixed along the inner wall of the box-shaped column, and the column brace The two ends are respectively connected with the opposite inner wall of the box-shaped column. The comprehensive mechanical performance is good, the load-bearing performance is high, and it is not easy to deform. It is convenient to connect the column and beam in the column, and the connection between the upper column and the lower column. Unreasonable, easy to deform, and weak force at the connection.
本实用新型突破了传统大梁与柱的连接方式,结构新颖、施工方便、连接牢固可靠、强度高、成本低,适合规模化工厂标准化生产,可实现高速度模块化建筑施工。The utility model breaks through the connection mode of traditional girders and columns, has novel structure, convenient construction, firm and reliable connection, high strength and low cost, is suitable for standardized production of large-scale chemical factories, and can realize high-speed modular building construction.
附图说明Description of drawings
图1为本实用新型柱梁连接结构的主视图。Fig. 1 is the front view of the column-beam connection structure of the present invention.
图2为图1中Ⅰ处局部放大图。Figure 2 is a partial enlarged view of I in Figure 1.
图3为本实用新型柱梁连接结构的俯视图。Fig. 3 is a top view of the column-beam connection structure of the present invention.
图4为本实用新型柱梁连接结构的立体透视图。Fig. 4 is a three-dimensional perspective view of the column-beam connection structure of the present invention.
图5为柱的立体透视图。Figure 5 is a perspective view of a column.
附图中:1—柱,2—梁,3—活动梁销,4—柱隔板,5—定位缺,6—焊接孔,7—柱撑杆,8—斜杆,9—内置法兰,10—垂直梯,11—滚环。In the attached drawings: 1—column, 2—beam, 3—movable beam pin, 4—column partition, 5—positioning gap, 6—welding hole, 7—column strut, 8—slope, 9—built-in flange , 10—vertical ladder, 11—rolling ring.
具体实施方式detailed description
下面以钢结构的柱和梁对本发明进行详细说明,应当指出的是,本发明的结构和原理还可应用于混凝土结构、或钢混结构的柱和梁。The present invention will be described in detail below using columns and beams of steel structures. It should be noted that the structure and principle of the present invention can also be applied to columns and beams of concrete structures or steel-concrete structures.
如图1-5所示,柱1采用大形箱形柱,由钢板焊接而成,柱体宽度约为1.8-2.5米。柱1的两端焊接有内置法兰9,柱与柱之间可通过内置法兰9用螺栓连接,也可用焊接连接。As shown in Figure 1-5, column 1 is a large box-shaped column welded by steel plates, and the width of the column is about 1.8-2.5 meters. Both ends of the column 1 are welded with built-in flanges 9, and the columns can be connected by bolts through the built-in flanges 9, or can be connected by welding.
柱1的内部设有柱隔板4、柱撑杆7和垂直梯10。柱隔板4采用窄形钢板制成,沿箱形柱内壁四周焊接固定。柱撑杆7采用钢管或圆钢制成,柱撑杆7两端分别与箱形柱内相对的内壁通过焊接相连。这种带柱隔板4和柱撑杆7的大型箱形柱结构,综合受力性能好、承重性能高、不易变形,解决了大型箱体结构不合理、易变形、连接处受力薄弱的问题。The interior of the column 1 is provided with a column partition 4 , a column brace 7 and a vertical ladder 10 . The column partition 4 is made of narrow steel plate and fixed by welding around the inner wall of the box-shaped column. Column strut 7 is made of steel pipe or round steel, and the two ends of column strut 7 are respectively connected to the opposite inner walls of the box-shaped column by welding. This large box-shaped column structure with column partitions 4 and column struts 7 has good comprehensive mechanical performance, high load-bearing performance, and is not easily deformed, which solves the problems of unreasonable large box structure, easy deformation, and weak force at the joints. question.
柱撑杆7和柱隔板4上设有可转动的滚轮,所述滚轮可以采用滚珠轴承、滚环11、或带轴的滚筒等。当箱形柱卧放运输时,可将大梁2等其他建筑构件可通过滚轮迅速快捷地安装放置在大型箱形柱内,充分地利用了箱体的空间,提高了运输效率,降低了运输成本。应当说明的是,在实际应用时也可采用导轨、或带滚轮的物品、或其他滑动或滚动装置来代替上述箱形柱内的滚轮和柱撑杆7,以方便柱1运组内的空腔载物。The column strut 7 and the column partition 4 are provided with rotatable rollers, and the rollers can be ball bearings, rolling rings 11, or rollers with shafts. When the box-shaped column is transported horizontally, the girder 2 and other building components can be quickly and quickly installed and placed in the large box-shaped column through the rollers, which makes full use of the space of the box body, improves the transportation efficiency, and reduces the transportation cost . It should be noted that in practical applications, guide rails, or items with rollers, or other sliding or rolling devices can also be used to replace the rollers and column stays 7 in the above-mentioned box-shaped column, so as to facilitate the space in the column 1 transportation group. chamber load.
柱体上设有销孔,孔内安装有活动梁销3,箱形柱内侧与活动梁销3对应的位置焊接有柱隔板4,以加强连接处的强度,增加柱体的承重和抗变形能力。活动梁销3在柱体上呈活动状态,可在柱体的销孔内滑动,既可伸出柱体外部,又可缩入柱体内部。在需要连接时活动梁销3可从柱体内拔出,不需连接时可隐藏在柱体内,不妨碍运输和吊运。There are pin holes on the column, and movable beam pins 3 are installed in the holes, and column partitions 4 are welded on the inner side of the box-shaped column corresponding to the movable beam pins 3 to strengthen the strength of the connection and increase the load-bearing and resistance of the column. Shapeshifting ability. The movable beam pin 3 is in an active state on the cylinder, and can slide in the pin hole of the cylinder, and can stretch out from the outside of the cylinder and retract into the inside of the cylinder. The movable beam pin 3 can be pulled out from the column body when connection is required, and can be hidden in the column body when no connection is needed, without hindering transportation and lifting.
梁2的两端设有连接端板,端板上设有与柱1连接的标准模数的螺纹孔,柱体上设有与之对应的连接孔。梁2的两端的底部设有底板,所述底板上设有与活动梁销3对应的定位缺5,所述定位缺5的下方设有弹性夹或卡簧。连接时,先将活动梁销3可从柱体内拔出,再将梁2两端底部上的定位缺5对准活动梁销3,所述活动梁销3插入到定位缺5中,用弹性夹或卡簧夹紧活动梁销3,然后用螺栓将柱体上的连接孔与梁2两端端板上的螺纹孔连接。在柱与梁连接处还设有焊接孔6,必要时可采用焊接的方式使柱1与梁2进一步加强连接。需要说明的是,梁2上的定位缺5也可采用定位孔或弹性卡槽代替,柱1与梁2的螺栓连接可用点焊、满焊代替,弹性夹或卡簧夹紧可用挡圈或其他固定装置代替。Both ends of the beam 2 are provided with connecting end plates, and the end plates are provided with threaded holes of standard modulus connected with the column 1, and the corresponding connecting holes are provided on the column. Bottoms at both ends of the beam 2 are provided with bottom plates, and positioning gaps 5 corresponding to the movable beam pins 3 are provided on the bottom plates, and elastic clips or snap rings are arranged below the positioning gaps 5 . When connecting, the movable beam pin 3 can be pulled out from the cylinder, and then the positioning gap 5 on the bottom of the two ends of the beam 2 is aligned with the movable beam pin 3, and the movable beam pin 3 is inserted into the positioning gap 5. Clip or jump ring clamp movable beam pin 3, then connect the connecting hole on the column with the threaded hole on the beam 2 two ends end plate with bolt. Welding holes 6 are also provided at the connection between the column and the beam, and the connection between the column 1 and the beam 2 can be further strengthened by welding if necessary. It should be noted that the positioning gap 5 on the beam 2 can also be replaced by a positioning hole or an elastic slot, the bolt connection between the column 1 and the beam 2 can be replaced by spot welding or full welding, and the elastic clip or circlip can be clamped by a retaining ring or other fixtures instead.
柱体内的垂直梯10便于施工人员的柱1内操作、施工,可在垂直梯10上进行柱1和梁2的螺栓连接,当上层柱1与下层柱1连接时,可在垂直梯10上将上层柱1与下层柱1端部的内置法兰9用螺栓连接,也可在柱1内进行焊接操作,十分方便。The vertical ladder 10 in the column is convenient for the construction personnel to operate and construct in the column 1. The bolt connection between the column 1 and the beam 2 can be carried out on the vertical ladder 10. When the upper column 1 is connected with the lower column 1, the vertical ladder 10 can The built-in flange 9 at the end of the upper column 1 and the lower column 1 is connected with bolts, and the welding operation can also be performed in the column 1, which is very convenient.
柱1的宽度大于所述梁2的宽度,梁2的两侧设有加强强度的斜杆8,所述斜杆8一端与柱1相连,另一端与梁2的侧面相连。柱1通过斜杆8与梁2的侧面相连,可显著提高柱1与梁2的连接强度、稳定性,进一步保证内隐藏式连接的可靠性。梁2的两侧预留有管线的过道空间,方便水电气管道的安装。The width of the column 1 is greater than that of the beam 2 , and both sides of the beam 2 are provided with diagonal bars 8 to strengthen the strength. The column 1 is connected to the side of the beam 2 through the diagonal rod 8, which can significantly improve the connection strength and stability of the column 1 and the beam 2, and further ensure the reliability of the hidden connection. Aisle space for pipelines is reserved on both sides of the beam 2 to facilitate the installation of water and electrical pipelines.
本发明的柱1与梁2、上层柱1与下层柱1之间的连接接头隐藏在梁2体与柱体内部,解决了采用连接座所存在的连接座外露、占用楼层空间、影响楼层内部的装饰和美观的问题,同时给出了内部隐藏连接的具体安装结构和操作方法。The connecting joints between the column 1 and the beam 2, the upper column 1 and the lower column 1 of the present invention are hidden inside the beam 2 and the column, which solves the problem of the connection seat being exposed, occupying the floor space, and affecting the interior of the floor. At the same time, the specific installation structure and operation method of the internal hidden connection are given.
需要指出的是,以上实施例是对本发明的解释,并非限定,以上只是部分举例。对本行业的技术人员来说,根据本发明的基本原理和结构进行的简单变换和改进,均包括在本发明的保护范围之内,例如将箱形柱改为其他结构的柱体,柱1的宽度等于或大于梁2的宽度,采用其他隐藏连接接头的具体安装结构等。It should be pointed out that the above embodiments are for explaining the present invention, not limiting, and the above are only partial examples. For those skilled in the art, simple transformations and improvements based on the basic principles and structures of the present invention are all included within the protection scope of the present invention, such as changing the box-shaped column to a column of other structures, the column 1 The width is equal to or greater than the width of the beam 2, and other specific installation structures with hidden connection joints are adopted.
Claims (6)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520808312.5U CN205206046U (en) | 2015-10-20 | 2015-10-20 | Column-beam connection structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520808312.5U CN205206046U (en) | 2015-10-20 | 2015-10-20 | Column-beam connection structure |
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| CN205206046U true CN205206046U (en) | 2016-05-04 |
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| CN201520808312.5U Expired - Fee Related CN205206046U (en) | 2015-10-20 | 2015-10-20 | Column-beam connection structure |
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Granted publication date: 20160504 |