CN211257304U - A snap-in full-bolt connection of beam-column joints in steel structures - Google Patents
A snap-in full-bolt connection of beam-column joints in steel structures Download PDFInfo
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- CN211257304U CN211257304U CN201921967527.6U CN201921967527U CN211257304U CN 211257304 U CN211257304 U CN 211257304U CN 201921967527 U CN201921967527 U CN 201921967527U CN 211257304 U CN211257304 U CN 211257304U
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Abstract
Description
技术领域technical field
本实用新型涉及一种钢结构梁柱节点,具体涉及一种卡插式全螺栓连接钢结构梁柱节点。The utility model relates to a beam-column joint of a steel structure, in particular to a beam-column joint of a snap-in full bolt connection of a steel structure.
背景技术Background technique
在冷弯方钢管柱与H型截面梁的连接中,连接柱与梁的现行方法主要以现场焊接为主,但焊缝质量的可靠性受焊工的技术熟练程度和焊接环境的影响,当焊工经验的不足可能就会导致焊接的质量不可靠,而且施焊时所处的焊接环境也会对焊缝质量造成一定的影响,此外现场焊接的工艺较复杂,所需时间较长,制约了整个结构的施工速度。In the connection of cold-formed square steel pipe columns and H-section beams, the current method of connecting columns and beams is mainly on-site welding, but the reliability of weld quality is affected by the technical proficiency of the welder and the welding environment. The lack of experience may lead to unreliable welding quality, and the welding environment during welding will also have a certain impact on the quality of the weld. In addition, the on-site welding process is complex and takes a long time, which restricts the whole process. Construction speed of the structure.
目前,装配式施工方法一直为国家所倡导,而装配式钢结构建筑的技术难点主要集中在梁柱连接节点上。在钢结构建筑中,梁柱连接节点传统上有三种连接形式:①上下翼缘为全熔透焊缝连接,腹板用高强度螺栓连接,即栓焊混合连接;②翼缘和腹板均为焊缝连接,即全焊接连接;③上下翼缘和腹板都用高强度螺栓连接,即全螺栓连接。对于前两种连接方式,梁上下翼缘为全熔透连接,施工中需要先安装再施焊,而采用焊接方法,可能会导致质量事故及引发火灾,且施工速度也会受到较大影响。At present, the prefabricated construction method has been advocated by the state, and the technical difficulties of prefabricated steel structure buildings are mainly concentrated on the beam-column connection nodes. In steel structure buildings, there are traditionally three connection forms for beam-column connection nodes: (1) the upper and lower flanges are connected by full penetration welds, and the webs are connected by high-strength bolts, that is, a hybrid connection of bolted welding; (2) both flanges and webs are connected. It is a welded seam connection, that is, a full-welded connection; ③ The upper and lower flanges and the web are connected with high-strength bolts, that is, a full-bolt connection. For the first two connection methods, the upper and lower flanges of the beam are fully penetrated connections, which need to be installed and then welded during construction. However, the use of welding methods may lead to quality accidents and fires, and the construction speed will also be greatly affected.
实用新型内容Utility model content
本实用新型的目的在于提供一种卡插式全螺栓连接钢结构梁柱节点,以解决上述技术问题。The purpose of the present utility model is to provide a snap-in full-bolt connection steel structure beam-column joint to solve the above-mentioned technical problems.
为实现上述目的,本实用新型采用了以下技术方案:To achieve the above object, the utility model adopts the following technical solutions:
一种卡插式全螺栓连接钢结构梁柱节点,包括方钢管柱及分别固定在方钢管柱四周面的钢梁组件,所述方钢管柱的四周的每个面均设有一卡槽,所述钢梁组件包括与所述卡槽大小相适配的梁端板及与所述梁端板垂直设置的工字型截面梁。A snap-in full-bolt-connected steel structure beam-column joint, comprising a square steel pipe column and steel beam components respectively fixed on the surrounding surfaces of the square steel pipe column, each surface around the square steel pipe column is provided with a clamping groove, so the The steel beam assembly includes a beam end plate adapted to the size of the clamping groove and an I-section beam vertically arranged with the beam end plate.
作为上述技术方案的进一步改进:As a further improvement of the above technical solution:
所述方钢管柱上设有螺栓,所述梁端板上设有与所述螺栓相适配的安装孔,所述梁端板通过螺栓与方钢管柱固定连接。The square steel pipe column is provided with bolts, the beam end plate is provided with mounting holes adapted to the bolts, and the beam end plate is fixedly connected to the square steel pipe column through bolts.
所述卡槽由两个呈相对设置且横截面均为L型连接板构成,两个L型连接板分别竖直固定在方钢管柱侧面的两侧。The clamping slot is composed of two L-shaped connecting plates arranged opposite each other and both of which are L-shaped in cross-section, and the two L-shaped connecting plates are respectively vertically fixed on both sides of the side surface of the square steel pipe column.
还包括呈水平方向布置的托条,所述托条固定在两个L型连接板的下端,通过托条可阻挡安装在卡槽内的梁端板脱落。It also includes a support strip arranged in a horizontal direction, the support strip is fixed on the lower ends of the two L-shaped connecting plates, and the support strip can prevent the beam end plate installed in the card slot from falling off.
由上述技术方案可知,本实用新型所述的卡插式全螺栓连接钢结构梁柱节点,结构简单、安装方便,可有效的提高施工的速度,并且安全性和可靠性得到大幅的提升。各H型钢梁组件在现场可通过吊装的方法自上而下迅速卡入卡槽之中,无需临时支撑与固定,从而有效的提高施工速度,并且安全性得到极大的提高。It can be seen from the above technical solutions that the snap-in full-bolt connection of steel structure beam-column joints of the present invention has a simple structure and convenient installation, which can effectively improve the construction speed, and greatly improve the safety and reliability. Each H-beam component can be quickly snapped into the slot from top to bottom by hoisting on site, without temporary support and fixation, thus effectively improving the construction speed and greatly improving the safety.
附图说明Description of drawings
图1是本实用新型的主视图;Fig. 1 is the front view of the present utility model;
图2是本实用新型的立体图;Fig. 2 is the perspective view of the present utility model;
图3是本实用新型的分解图;Fig. 3 is the exploded view of the present utility model;
图4是本实用新型钢梁组件的结构示意图;Fig. 4 is the structural representation of the steel beam assembly of the present invention;
图5是本实用新型L型连接板的结构示意图。FIG. 5 is a schematic structural diagram of the L-shaped connecting plate of the present invention.
具体实施方式Detailed ways
下面结合附图对本实用新型做进一步说明:Below in conjunction with accompanying drawing, the utility model is further described:
如图1-5所示,本实施例的卡插式全螺栓连接钢结构梁柱节点,包括方钢管柱2及分别固定在方钢管柱2四周面的钢梁组件,在方钢管柱2的四周的每个面均设有一卡槽3,卡槽3与方钢管柱2的侧面共同形成可卡入卡板的U形卡槽。钢梁组件包括与卡槽3大小相适配的梁端板4及与梁端板4垂直设置的工字型截面梁1。As shown in FIGS. 1-5 , the snap-in full-bolt connection of steel beam-column joints in this embodiment includes square
在方钢管柱2上设有螺栓5,梁端板4上设有与螺栓5相适配的安装孔41,梁端板4通过螺栓5穿过安装孔41与方钢管柱2固定连接。
本实施例的卡槽3由两个呈相对设置且横截面均为L型连接板构成,两个L型连接板分别竖直固定在方钢管柱2侧面的两侧。在两个L型连接板的下端还包括呈水平方向布置的托条6,该托条6固定在两个L型连接板的下端,通过托条6可阻挡安装在卡槽3内的梁端板4脱落。The
安装时,首先将L形卡槽3和梁下托条6焊接在冷弯薄壁方钢管柱2上,将梁端板4焊接在字形截面梁1的梁端形成H型钢梁组件。然后通过现场吊装的方式自上而下将H型钢梁组件卡入冷弯薄壁方钢管柱的卡槽之中,最后再通过对拉长螺栓5形成可靠连接对工字梁组件和方钢管柱进行绑定连接,形成可靠的梁柱节点。During installation, firstly weld the L-
以上所述的实施例仅仅是对本实用新型的优选实施方式进行描述,并非对本实用新型的范围进行限定,在不脱离本实用新型设计精神的前提下,本领域普通技术人员对本实用新型的技术方案作出的各种变形和改进,均应落入本实用新型权利要求书确定的保护范围内。The above-mentioned embodiments are only to describe the preferred embodiments of the present invention, and do not limit the scope of the present invention. On the premise of not departing from the design spirit of the present invention, those of ordinary skill in the art can understand the technical solutions of the present invention. Various modifications and improvements made shall fall within the protection scope determined by the claims of the present utility model.
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
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CN112030762A (en) * | 2020-09-02 | 2020-12-04 | 福州大学 | Temporary pier for pushing bridge |
CN114059663A (en) * | 2021-12-20 | 2022-02-18 | 山西北斗钢结构实业发展有限公司 | Rectangular steel pipe column seat type node for assembly type steel frame |
CN116122418A (en) * | 2023-03-16 | 2023-05-16 | 青岛理工大学 | Novel assembled steel-concrete combined energy dissipation and shock absorption node connected through clamping groove type bolts and installation method thereof |
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2019
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112030762A (en) * | 2020-09-02 | 2020-12-04 | 福州大学 | Temporary pier for pushing bridge |
CN112030762B (en) * | 2020-09-02 | 2021-12-17 | 福州大学 | A temporary pier for bridge jacking |
CN114059663A (en) * | 2021-12-20 | 2022-02-18 | 山西北斗钢结构实业发展有限公司 | Rectangular steel pipe column seat type node for assembly type steel frame |
CN116122418A (en) * | 2023-03-16 | 2023-05-16 | 青岛理工大学 | Novel assembled steel-concrete combined energy dissipation and shock absorption node connected through clamping groove type bolts and installation method thereof |
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