CN217000198U - Fixing structure for upright post connecting beam - Google Patents
Fixing structure for upright post connecting beam Download PDFInfo
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- CN217000198U CN217000198U CN202123194071.4U CN202123194071U CN217000198U CN 217000198 U CN217000198 U CN 217000198U CN 202123194071 U CN202123194071 U CN 202123194071U CN 217000198 U CN217000198 U CN 217000198U
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- cushion block
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 30
- 239000010959 steel Substances 0.000 claims abstract description 30
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 11
- 230000002787 reinforcement Effects 0.000 description 9
- 238000010276 construction Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000006073 displacement reaction Methods 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000011449 brick Substances 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000011464 hollow brick Substances 0.000 description 1
- 239000010451 perlite Substances 0.000 description 1
- 235000019362 perlite Nutrition 0.000 description 1
- 239000008262 pumice Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000010455 vermiculite Substances 0.000 description 1
- 235000019354 vermiculite Nutrition 0.000 description 1
- 229910052902 vermiculite Inorganic materials 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
Description
技术领域technical field
本实用新型涉及梁柱固定件技术领域,特别是涉及一种立柱连系梁固定结构。The utility model relates to the technical field of beam-column fixing pieces, in particular to a column-connecting beam fixing structure.
背景技术Background technique
框架结构是指由梁和柱以钢筋相连接而成,构成承重体系的结构,即由梁和柱组成框架共同抵抗使用过程中出现的水平荷载和竖向荷载。框架结构的房屋墙体不承重,仅起到围护和分隔作用,一般用预制的加气混凝土、膨胀珍珠岩、空心砖或多孔砖、浮石、蛭石、陶粒等轻质板材砌筑或装配而成。A frame structure refers to a structure in which beams and columns are connected by steel bars to form a load-bearing system, that is, a frame composed of beams and columns jointly resists horizontal and vertical loads during use. The frame structure of the house wall is not load-bearing, and only plays the role of enclosure and separation. Generally, prefabricated aerated concrete, expanded perlite, hollow brick or porous brick, pumice, vermiculite, ceramsite and other lightweight boards are used for masonry or assembly. made.
在地铁或桥梁修建的过程中,框架结构需要面临的环境条件更差,需要对比的水平荷载和竖向荷载也更大,一般结构简单的立柱连系梁结构无法形成有效的支撑,存在一定的安全隐患。In the process of subway or bridge construction, the frame structure needs to face worse environmental conditions, and the horizontal and vertical loads that need to be compared are also larger. Generally, the simple structure of the column-tie beam structure cannot form an effective support, and there are certain Security risks.
实用新型内容Utility model content
本实用新型要解决的技术问题是提供一种结构稳定、安全性高的立柱连系梁固定结构。The technical problem to be solved by the utility model is to provide a column connecting beam fixing structure with stable structure and high safety.
本实用新型立柱连系梁固定结构,安装在立柱和连系梁之间,包括钢连接柱、加固套筒和端面连接板,The fixing structure of the column connecting beam of the utility model is installed between the column and the connecting beam, and comprises a steel connecting column, a reinforcing sleeve and an end face connecting plate,
所述钢连接柱与连系梁固定连接;The steel connecting column is fixedly connected with the connecting beam;
所述加固套筒固定连接在立柱与连系梁连接的侧面,且套装在连系梁外部;The reinforcing sleeve is fixedly connected to the side where the column is connected with the tie beam, and is sheathed outside the tie beam;
所述端面连接板设置在立柱与连系梁连接的背面,端面连接板分别与连系梁的两个端面固定连接。The end face connecting plates are arranged on the back of the column and the tie beam connected, and the end face connecting plates are respectively fixedly connected with the two end faces of the tie beam.
本实用新型立柱连系梁固定结构,其中所述钢连接柱安装连系梁的上方,并同时与多根连系梁相连。In the utility model, the column connecting beam fixing structure, wherein the steel connecting column is installed above the connecting beam, and is connected with a plurality of connecting beams at the same time.
本实用新型立柱连系梁固定结构,其中所述钢连接柱通过长的双头螺栓与连系梁固定连接,双头螺栓穿过钢连接柱和连系梁后两端通过螺母锁紧。The utility model has a connecting beam fixing structure for a column, wherein the steel connecting column is fixedly connected to the connecting beam through long double-headed bolts, and the two ends of the double-ended bolts are locked by nuts after passing through the steel connecting column and the connecting beam.
本实用新型立柱连系梁固定结构,其中所述钢连接柱的上下两端分别设置有上垫块和下垫块。The utility model of the column connecting beam fixing structure, wherein the upper and lower ends of the steel connecting column are respectively provided with an upper cushion block and a lower cushion block.
本实用新型立柱连系梁固定结构,其中所述上垫块的下表面和下垫块的上表面分别加工有与钢连接柱外表面紧密贴合的弧面结构,上垫块的弧面向下弯曲,下垫块的弧面向上弯曲,上垫块的上表面和下垫块的下表面为水平面。The utility model of the column connecting beam fixing structure, wherein the lower surface of the upper cushion block and the upper surface of the lower cushion block are respectively processed with an arc structure that closely fits with the outer surface of the steel connecting column, and the arc surface of the upper cushion block is downward Bending, the arc surface of the lower block is bent upward, and the upper surface of the upper block and the lower surface of the lower block are horizontal planes.
本实用新型立柱连系梁固定结构,其中所述加固套筒与立柱一体加工成型。In the utility model, the column is connected to the beam fixing structure, wherein the reinforcing sleeve and the column are integrally processed and formed.
本实用新型立柱连系梁固定结构,其中所述端面连接板的面积大于连系梁的端面面积。The utility model of the column connecting beam fixing structure, wherein the area of the end face connecting plate is larger than the end face area of the connecting beam.
本实用新型立柱连系梁固定结构与现有技术不同之处在于,本实用新型立柱连系梁固定结构通过在立柱和连系梁的连接处设置钢连接柱、端面连接板和加固套筒,从不同位置对立柱和连系梁的连接进行加固。钢连接柱可以限制连系梁中部的位移,加固套筒和端面连接板可以加强立柱和连系梁连接处的连接强度。经过上述结构加固后,立柱和连系梁的连接强度便能够复杂外部条件的施工环境,提高了支护结构的安全性。The difference between the column connecting beam fixing structure of the present utility model and the prior art is that, the column connecting beam fixing structure of the present utility model is provided with a steel connecting column, an end face connecting plate and a reinforcing sleeve at the connection between the vertical column and the connecting beam. Reinforce column and tie beam connections from different locations. The steel connecting column can limit the displacement of the middle part of the connecting beam, and the reinforcement sleeve and end face connecting plate can strengthen the connection strength of the connection between the column and the connecting beam. After the above-mentioned structural reinforcement, the connection strength of the column and the connecting beam can be used in a construction environment with complex external conditions, and the safety of the supporting structure is improved.
下面结合附图对本实用新型的立柱连系梁固定结构作进一步说明。The following is a further description of the column connecting beam fixing structure of the present invention in conjunction with the accompanying drawings.
附图说明Description of drawings
图1为本实用新型立柱连系梁固定结构的主视图;Fig. 1 is the front view of the column connecting beam fixing structure of the present utility model;
图2为本实用新型立柱连系梁固定结构的侧视图;Fig. 2 is the side view of the column connecting beam fixing structure of the present utility model;
图3为本实用新型立柱连系梁固定结构中立柱与加固套筒连接的结构示意图;Fig. 3 is the structural schematic diagram of the connection between the column and the reinforcement sleeve in the column connecting beam fixing structure of the present invention;
图4为本实用新型立柱连系梁固定结构中上垫块的结构示意图;Fig. 4 is the structural schematic diagram of the upper cushion block in the fixed structure of the column connecting beam of the present invention;
图5为本实用新型立柱连系梁固定结构中下垫块的结构示意图;Fig. 5 is the structural schematic diagram of the lower cushion block in the fixed structure of the column connecting beam of the present invention;
图中标记示意为:1-立柱;2-端面连接板;3-钢连接柱;4-双头螺栓;5-上垫块;6-下垫块;7-加固套筒;8-连系梁。The markings in the figure are as follows: 1-column; 2-end connecting plate; 3-steel connecting column; 4-stud bolt; 5-upper block; 6-lower block; 7-reinforcing sleeve; 8-connection beam.
具体实施方式Detailed ways
以下实施例用于说明本实用新型,但不用来限制本实用新型的范围。The following examples are used to illustrate the present invention, but are not intended to limit the scope of the present invention.
如图1-图3所示,本实用新型立柱连系梁固定结构安装在立柱1和连系梁8之间。连系梁8水平设置,且安装在两个立柱1之间。As shown in FIGS. 1-3 , the fixing structure of the column connecting beam of the present invention is installed between the column 1 and the
固定结构包括钢连接柱3、加固套筒7和端面连接板2。The fixed structure includes a
钢连接柱3安装连系梁8的上方,并同时与多根连系梁8相连,用于限制连系梁8的中部的变形和位移。钢连接柱3通过长的双头螺栓4与连系梁8固定连接。双头螺栓4穿过钢连接柱3和连系梁8后两端通过螺母锁紧。The
在钢连接柱3的上下两端分别设置有上垫块5和下垫块6。如图4和图5所示,上垫块5的下表面和下垫块6的上表面分别加工有与钢连接柱3外表面紧密贴合的弧面结构,其中上垫块5的弧面向下弯曲,下垫块6的弧面向上弯曲;上垫块5的上表面和下垫块6的下表面为水平面。上垫块5和下垫块6上下表面不同的结构既可以保证两个垫块与钢连接柱3的表面相贴合,又可以保证垫块与螺母和连系梁8的表面相贴合,增强连接的稳定性。The upper and lower ends of the
加固套筒7固定连接在立柱1与连系梁8连接的侧面。加固套筒7为由钢板围成的结构,其与立柱1的连接可以采用焊接,螺栓连接,或者直接与立柱1一体加工成型。加固套筒7套装在连系梁8外部,与连系梁8通过螺栓连接,螺栓分别在加固套筒7的四周,保证的连系梁8与立柱1连接处的连接的牢固性和稳定性。The
端面连接板2设置在立柱1与连系梁8连接的背面。连系梁8的两端安装在立柱1内后,端面连接板2分别与连系梁8的两个端面固定连接。端面连接板2的面积大于连系梁8的端面面积,使端面连接板2能够充分与连系梁8的端面接触,保证连接强度。端面连接板2与连系梁8的端面和立柱1的侧面分别通过焊接或螺栓连接,本实施例中采用多个螺栓进行连接。The end
本实用新型立柱连系梁固定结构通过在立柱和连系梁的连接处设置钢连接柱、端面连接板和加固套筒,从不同位置对立柱和连系梁的连接进行加固。钢连接柱可以限制连系梁中部的位移,加固套筒和端面连接板可以加强立柱和连系梁连接处的连接强度。经过上述结构加固后,立柱和连系梁的连接强度便能够复杂外部条件的施工环境,提高了支护结构的安全性。The connecting beam fixing structure of the vertical column of the utility model can reinforce the connection between the vertical column and the connecting beam from different positions by arranging a steel connecting column, an end face connecting plate and a reinforcing sleeve at the connection between the vertical column and the connecting beam. The steel connecting column can limit the displacement of the middle part of the connecting beam, and the reinforcement sleeve and end face connecting plate can strengthen the connection strength of the connection between the column and the connecting beam. After the above-mentioned structural reinforcement, the connection strength of the column and the connecting beam can be used in a construction environment with complex external conditions, and the safety of the supporting structure is improved.
虽然,上文中已经用一般性说明及具体实施例对本实用新型作了详尽的描述,但在本实用新型基础上,可以对之作一些修改或改进,这对本领域技术人员而言是显而易见的。因此,在不偏离本实用新型精神的基础上所做的这些修改或改进,均属于本实用新型要求保护的范围。Although the present utility model has been described in detail above with general description and specific embodiments, some modifications or improvements can be made on the basis of the present utility model, which is obvious to those skilled in the art. Therefore, these modifications or improvements made on the basis of not departing from the spirit of the present invention belong to the scope of protection of the present invention.
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Effective date of registration: 20240824 Address after: Room 8729, 7th Floor, Building 2, No. 22, Yinghai Section, National Highway 104, Beijing Economic and Technological Development Zone (Daxing), Daxing District, Beijing, 100000 Patentee after: BEIJING XINFAJINGJIAN INDUSTRY AND TRADE Co.,Ltd. Country or region after: China Address before: Room 1013 and 1015, Building 1, 19 Ronghua South Road, Daxing District, Beijing Patentee before: Beijing New Beijing Construction Foundation Engineering Co.,Ltd. Country or region before: China |