CN211447253U - Steel column girder steel bolted connection spare - Google Patents
Steel column girder steel bolted connection spare Download PDFInfo
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- CN211447253U CN211447253U CN201922435646.3U CN201922435646U CN211447253U CN 211447253 U CN211447253 U CN 211447253U CN 201922435646 U CN201922435646 U CN 201922435646U CN 211447253 U CN211447253 U CN 211447253U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 128
- 239000010959 steel Substances 0.000 title claims abstract description 128
- 239000000463 material Substances 0.000 claims description 5
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- 238000010276 construction Methods 0.000 description 9
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Abstract
本实用新型涉及一种钢柱钢梁螺栓连接件,包括钢柱和钢梁,所述钢柱和所述钢梁连接的位置处设置有刚性垫板,所述刚性垫板紧贴在钢柱上,刚性垫板上设置有支撑架,该刚性垫板与支撑架一体成型,支撑架垂直于刚性垫板的平面设置,刚性垫板上设置有多个贯穿所述钢性垫板的第一通孔,钢柱上设置有多个第二通孔;所述钢梁套接在支撑架上,钢梁和支撑架上均开设有位置相互对应的第三通孔,钢梁上开设有卡口,钢柱上安装有C型卡箍,该C型卡箍卡接在卡口处,C型卡箍上开设有第四通孔,第一通孔、第二通孔、第三通孔和第四通孔处均安装有固定螺栓。本实用新型具有构简单,使用灵活,连接点固定方便,全部利用螺栓结构进行连接固定,拆卸方便的效果。
The utility model relates to a steel column-steel-beam bolt connector, comprising a steel column and a steel beam. A rigid backing plate is arranged at the position where the steel column and the steel beam are connected, and the rigid backing plate is closely attached to the steel column. Above, the rigid backing plate is provided with a supporting frame, the rigid backing plate and the supporting frame are integrally formed, the supporting frame is arranged perpendicular to the plane of the rigid backing plate, and the rigid backing plate is provided with a plurality of first penetrations through the rigid backing plate Through holes, the steel column is provided with a plurality of second through holes; the steel beam is sleeved on the support frame, the steel beam and the support frame are provided with third through holes corresponding to each other, and the steel beam is provided with clips A C-type clamp is installed on the steel column, the C-type clamp is clamped at the bayonet, and the C-type clamp is provided with a fourth through hole, a first through hole, a second through hole, and a third through hole. A fixing bolt is installed at the fourth through hole. The utility model has the advantages of simple structure, flexible use, convenient fixing of connection points, all connection and fixing by bolt structure, and convenient disassembly.
Description
技术领域technical field
本实用新型涉及钢连接结构的技术领域,尤其是涉及一种钢柱钢梁螺栓连接件。The utility model relates to the technical field of steel connection structures, in particular to a steel column and steel beam bolt connection.
背景技术Background technique
钢结构的特点是强度高、自重轻、整体刚度好、变形能力强,用于建造大跨度和超高、超重型的建筑物特别适宜;材料匀质性和各向同性好,属理想弹性体,最符合一般工程力学的基本假定;材料塑性、韧性好,可有较大变形,能很好地承受动力荷载。由于钢结构的这些特点,钢结构已经越来越多的应用在人们的日常中,比如,桥梁。The characteristics of steel structure are high strength, light weight, good overall rigidity and strong deformation ability. It is especially suitable for the construction of large-span and super-high and super-heavy buildings; the material has good homogeneity and isotropy, and is an ideal elastic body. , which is most in line with the basic assumptions of general engineering mechanics; the material has good plasticity and toughness, can have large deformation, and can withstand dynamic loads well. Due to these characteristics of steel structures, steel structures have been increasingly used in people's daily lives, such as bridges.
应用较多的钢结构为钢梁与钢柱的连接,钢结构应用在建筑上,在正常运营过程中,经常出现各种各样的震动,钢梁会出现颤动的情况,钢梁的抗震性能比较差,钢梁结构会出现震动的情况,而现有的钢结构常常发生连接不稳固、施工难度大、成本较高的问题,钢结构件的连接方式通常是刚性连接,当某个钢件出现损坏时,不方便更换。The most widely used steel structure is the connection between steel beams and steel columns. Steel structures are used in buildings. During normal operation, various vibrations often occur, and steel beams will vibrate. The seismic performance of steel beams Relatively poor, the steel beam structure will vibrate, and the existing steel structure often has the problems of unstable connection, difficult construction and high cost. The connection method of steel structure parts is usually rigid connection. When damaged, it is not convenient to replace.
研究如何解决梁抗震性能比较差,钢结构连接不稳固、施工难度大、不方便安装、钢结构出现损坏时如何能够快速更换的问题是本领域技术人员主要解决的问题。Research on how to solve the problems of poor seismic performance of beams, unstable steel structure connection, difficult construction, inconvenient installation, and how to quickly replace the steel structure when it is damaged are the main problems solved by those skilled in the art.
实用新型内容Utility model content
本实用新型的目的是提供一种钢柱钢梁螺栓连接件。The purpose of the utility model is to provide a steel column steel beam bolt connector.
本实用新型的上述实用新型目的是通过以下技术方案得以实现的:The above-mentioned utility model purpose of the present utility model is achieved through the following technical solutions:
一种钢柱钢梁螺栓连接件,包括钢柱和钢梁,所述钢柱和所述钢梁连接的位置处设置有刚性垫板,所述刚性垫板紧贴在钢柱上,所述刚性垫板上设置有支撑架,该刚性垫板与支撑架一体成型,所述支撑架垂直于刚性垫板的平面设置,所述刚性垫板上设置有多个贯穿所述钢性垫板的第一通孔,所述钢柱上设置有多个第二通孔,所述第一通孔与所述第二通孔的位置相对应;A steel column-steel beam bolt connector includes a steel column and a steel beam, a rigid backing plate is arranged at the position where the steel column and the steel beam are connected, the rigid backing plate is closely attached to the steel column, and the A support frame is arranged on the rigid backing plate, the rigid backing plate and the supporting frame are integrally formed, the supporting frame is arranged perpendicular to the plane of the rigid backing plate, and a plurality of penetrating through the rigid backing plate are arranged on the rigid backing plate. a first through hole, the steel column is provided with a plurality of second through holes, and the positions of the first through holes correspond to the positions of the second through holes;
所述钢梁套接在支撑架上,钢梁的端面紧贴在刚性垫板上,所述钢梁和支撑架上均开设有位置相互对应的第三通孔,所述钢梁上开设有卡口,所述钢柱上安装有C型卡箍,该C型卡箍的两端均设置有卡头,所述卡头卡接在钢梁上开设的卡口内,所述C型卡箍上开设有第四通孔,所述第一通孔、第二通孔、第三通孔和第四通孔处均安装有固定螺栓。The steel beam is sleeved on the support frame, the end face of the steel beam is closely attached to the rigid backing plate, the steel beam and the support frame are provided with third through holes corresponding to each other, and the steel beam is provided with a third through hole corresponding to each other. A bayonet, a C-type clamp is installed on the steel column, and both ends of the C-type clamp are provided with clamps, the clamps are clamped in the bayonet opened on the steel beam, and the C-type clamps A fourth through hole is opened on the upper part, and fixing bolts are installed at the first through hole, the second through hole, the third through hole and the fourth through hole.
通过采用上述技术方案,对钢梁与钢柱进行安装时,通过固定螺栓穿过第一通孔和第二通孔将刚性垫板固定在钢柱上,此时将钢梁套接在支撑架上,通过固定螺栓穿过第三通孔将钢梁固定在支撑将上,且使得钢柱与钢梁连接在一起,然后将C型卡箍绕在钢柱上,且C型卡箍的卡头卡接在钢梁上开设的卡口内,此时通过固定螺栓穿过第四通孔将C型卡箍与钢梁、钢柱固定在一起,结构简单,使用灵活,连接点固定方便,提高安装搭建效率,减少因为钢梁或钢柱的自重而造成连接部位的偏移现象,保证钢结构搭建的品质。By adopting the above technical solution, when installing the steel beam and the steel column, the rigid backing plate is fixed on the steel column through the fixing bolts through the first through hole and the second through hole, and the steel beam is sleeved on the support frame at this time. On the upper, the steel beam is fixed on the support through the fixing bolt through the third through hole, and the steel column and the steel beam are connected together, and then the C-type clamp is wound on the steel column, and the clamp of the C-type clamp The head is clamped in the bayonet opened on the steel beam. At this time, the C-type clamp is fixed with the steel beam and the steel column through the fourth through hole through the fixing bolt. Installation and construction efficiency, reduce the offset phenomenon of the connection part caused by the self-weight of the steel beam or the steel column, and ensure the quality of the steel structure construction.
本实用新型进一步设置为:所述钢性垫板与钢柱之间设置有弹性垫块。The utility model is further configured as follows: an elastic cushion block is arranged between the steel backing plate and the steel column.
本实用新型进一步设置为:所述弹性垫块的材料为橡胶。The utility model is further provided that: the material of the elastic pad is rubber.
本实用新型进一步设置为:所述C型卡箍上第四通孔的数量至少为五个。The utility model is further configured as follows: the number of the fourth through holes on the C-shaped clamp is at least five.
本实用新型进一步设置为:所述第一通孔、第二通孔、第三通孔和第四通孔的外侧均焊接有固定套筒,所述固定套筒的内腔安装有固定螺栓,且固定螺栓贯穿第一通孔、第二通孔和第三通孔。The utility model is further provided that: the outer sides of the first through hole, the second through hole, the third through hole and the fourth through hole are all welded with a fixing sleeve, and the inner cavity of the fixing sleeve is installed with a fixing bolt, And the fixing bolt penetrates through the first through hole, the second through hole and the third through hole.
本实用新型进一步设置为:所述固定套筒的内腔均匀设置有与固定螺栓相匹配的螺纹。The utility model is further provided that: the inner cavity of the fixing sleeve is evenly provided with threads matching with the fixing bolts.
综上所述,本实用新型的有益技术效果为:To sum up, the beneficial technical effects of the present utility model are:
1.通过固定螺栓穿过第一通孔和第二通孔将刚性垫板固定在钢柱上,此时将钢梁套接在支撑架上,通过固定螺栓穿过第三通孔将钢梁固定在支撑将上,且使得钢柱与钢梁连接在一起,然后将C型卡箍绕在钢柱上,且C型卡箍的卡头卡接在钢梁上开设的卡口内,此时通过固定螺栓穿过第四通孔将C型卡箍与钢梁、钢柱固定在一起;1. Fix the rigid backing plate on the steel column through the first through hole and the second through hole through the fixing bolt. At this time, the steel beam is sleeved on the support frame, and the steel beam is fixed through the third through hole through the fixing bolt. It is fixed on the support will, and the steel column and the steel beam are connected together, and then the C-type clamp is wound around the steel column, and the clamp of the C-type clamp is clamped in the bayonet opened on the steel beam. At this time The C-type clamp is fixed with the steel beam and the steel column through the fourth through hole through the fixing bolt;
2.结构简单,使用灵活,连接点固定方便,提高安装搭建效率,减少因为钢梁或钢柱的自重而造成连接部位的偏移现象,保证钢结构搭建的品质;2. Simple structure, flexible use, convenient fixing of connection points, improve installation and construction efficiency, reduce the offset phenomenon of connection parts due to the self-weight of steel beams or steel columns, and ensure the quality of steel structure construction;
3.全部利用螺栓结构进行连接固定,拆卸方便。3. All bolts are used for connection and fixation, which is easy to disassemble.
附图说明Description of drawings
图1是本实用新型的整体结构示意图;Fig. 1 is the overall structure schematic diagram of the present utility model;
图2是本实用新型C型卡箍的结构示意图。Figure 2 is a schematic structural diagram of the C-type clamp of the present invention.
图中,1、钢柱;2、钢梁;3、刚性垫板;4、支撑架;5、卡口;6、C型卡箍;7、卡头;8、固定螺栓;9、弹性垫块。In the figure, 1, steel column; 2, steel beam; 3, rigid backing plate; 4, support frame; 5, bayonet; 6, C-type clamp; 7, clamp head; 8, fixing bolt; 9, elastic pad piece.
具体实施方式Detailed ways
以下结合附图对本实用新型作进一步详细说明。The present utility model will be described in further detail below in conjunction with the accompanying drawings.
参照图1-2,为本实用新型公开的一种钢柱钢梁螺栓连接件,包括钢柱1和钢梁2,所述钢柱1和所述钢梁2连接的位置处设置有刚性垫板3,所述刚性垫板3紧贴在钢柱1上,所述刚性垫板3上设置有支撑架4,该刚性垫板3与支撑架4一体成型,所述支撑架4垂直于刚性垫板3的平面设置,所述刚性垫板3上设置有多个贯穿所述钢性垫板的第一通孔,所述钢柱1上设置有多个第二通孔,所述第一通孔与所述第二通孔的位置相对应;Referring to Figures 1-2, it is a steel column-steel-beam bolt connection disclosed by the utility model, comprising a steel column 1 and a
所述钢梁2套接在支撑架4上,钢梁2的端面紧贴在刚性垫板3上,所述钢梁2和支撑架4上均开设有位置相互对应的第三通孔,所述钢梁2上开设有卡口5,所述钢柱1上安装有C型卡箍6,该C型卡箍6的两端均设置有卡头7,所述卡头7卡接在钢梁2上开设的卡口5内,所述C型卡箍6上开设有第四通孔,所述第一通孔、第二通孔、第三通孔和第四通孔处均安装有固定螺栓8。The
所述钢性垫板与钢柱1之间设置有弹性垫块9。An
所述弹性垫块9的材料为橡胶。The material of the
所述C型卡箍6上第四通孔的数量至少为五个。The number of fourth through holes on the C-
所述第一通孔、第二通孔、第三通孔和第四通孔的外侧均焊接有固定套筒,所述固定套筒的内腔安装有固定螺栓8,且固定螺栓8贯穿第一通孔、第二通孔和第三通孔。The outer sides of the first through hole, the second through hole, the third through hole and the fourth through hole are all welded with a fixing sleeve, the inner cavity of the fixing sleeve is installed with a
所述固定套筒的内腔均匀设置有与固定螺栓8相匹配的螺纹。The inner cavity of the fixing sleeve is evenly provided with threads matching the
本实施例的实施原理为:对钢梁2与钢柱1进行安装时,通过固定螺栓8穿过第一通孔和第二通孔将刚性垫板3固定在钢柱1上,此时将钢梁2套接在支撑架4上,通过固定螺栓8穿过第三通孔将钢梁2固定在支撑将上,且使得钢柱1与钢梁2连接在一起,然后将C型卡箍6绕在钢柱1上,且C型卡箍6的卡头7卡接在钢梁2上开设的卡口5内,此时通过固定螺栓8穿过第四通孔将C型卡箍6与钢梁2、钢柱1固定在一起,结构简单,使用灵活,连接点固定方便,提高安装搭建效率,减少因为钢梁2或钢柱1的自重而造成连接部位的偏移现象,保证钢结构搭建的品质。The implementation principle of this embodiment is: when the
本具体实施方式的实施例均为本实用新型的较佳实施例,并非依此限制本实用新型的保护范围,故:凡依本实用新型的结构、形状、原理所做的等效变化,均应涵盖于本实用新型的保护范围之内。The examples of this specific embodiment are all preferred embodiments of the present invention, and are not intended to limit the protection scope of the present invention. Therefore: all equivalent changes made according to the structure, shape and principle of the present invention are not It should be covered within the protection scope of the present invention.
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201922435646.3U CN211447253U (en) | 2019-12-30 | 2019-12-30 | Steel column girder steel bolted connection spare |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201922435646.3U CN211447253U (en) | 2019-12-30 | 2019-12-30 | Steel column girder steel bolted connection spare |
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| CN211447253U true CN211447253U (en) | 2020-09-08 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113389273A (en) * | 2021-05-26 | 2021-09-14 | 国网河北省电力有限公司经济技术研究院 | Steel beam cross-shaped node connecting structure |
| CN114856080A (en) * | 2022-06-10 | 2022-08-05 | 亚都建设集团有限公司 | Catenary beam structure |
-
2019
- 2019-12-30 CN CN201922435646.3U patent/CN211447253U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113389273A (en) * | 2021-05-26 | 2021-09-14 | 国网河北省电力有限公司经济技术研究院 | Steel beam cross-shaped node connecting structure |
| CN114856080A (en) * | 2022-06-10 | 2022-08-05 | 亚都建设集团有限公司 | Catenary beam structure |
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