CN206174125U - Connecting elements of H shape steel column and I -shaped girder steel - Google Patents
Connecting elements of H shape steel column and I -shaped girder steel Download PDFInfo
- Publication number
- CN206174125U CN206174125U CN201621210141.7U CN201621210141U CN206174125U CN 206174125 U CN206174125 U CN 206174125U CN 201621210141 U CN201621210141 U CN 201621210141U CN 206174125 U CN206174125 U CN 206174125U
- Authority
- CN
- China
- Prior art keywords
- shaped steel
- steel column
- short
- flange plate
- square flange
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Rod-Shaped Construction Members (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
本实用新型是一种H形钢柱与工字形钢梁的连接构件，包括短H形钢柱，方形法兰板，短H形钢柱上下连有所述方形法兰板并通过高强螺栓与上下H形钢柱相连；所述短H形钢柱与工字形钢梁通过高强螺栓和顶板进行连接。本实用新型具有强度高，稳定性好的优点，加工运输方便，施工安装及拆卸简单，施工安装精度高，缩短施工工期的突出特点；同时其美观大方，经济实用，工业化程度高，安全可靠的性能广泛适用于多层或高层钢结构建筑中。
The utility model is a connection member between an H-shaped steel column and an I-shaped steel beam, which includes a short H-shaped steel column and a square flange plate, and the short H-shaped steel column is connected with the square flange plate up and down and connected with high-strength bolts. The upper and lower H-shaped steel columns are connected; the short H-shaped steel column and the I-shaped steel beam are connected through high-strength bolts and a top plate. The utility model has the advantages of high strength and good stability, convenient processing and transportation, simple construction installation and disassembly, high construction installation precision, and shortened construction period; at the same time, it is beautiful, economical, practical, high in industrialization, safe and reliable. The performance is widely used in multi-storey or high-rise steel structure buildings.
Description
技术领域technical field
本实用新型涉及钢结构建筑领域，尤其是涉及多层或高层钢结构建筑中钢柱和钢梁的连接形式。The utility model relates to the field of steel structure buildings, in particular to the connection form of steel columns and steel beams in multi-layer or high-rise steel structure buildings.
背景技术Background technique
随着钢结构设计技术的不断发展，钢结构建筑已经越来越受到人们的青睐，尤其是在多层和高层建筑中应用较为广泛。但在实际钢结构的梁柱连接设计及施工中往往存在着工程造价高，材料消耗大，施工安装难度大，稳定性能差的问题，特别是在钢梁和钢柱连接形式的设计和施工中尤为突出，这便会降低结构的稳定性，施工进度和经济性能，进而使钢结构现代化、标准化、工业化等优势不能充分发挥出来。With the continuous development of steel structure design technology, steel structure buildings have become more and more popular, especially in multi-storey and high-rise buildings. However, in the design and construction of beam-column connections in actual steel structures, there are often problems of high engineering cost, large material consumption, difficult construction and installation, and poor stability, especially in the design and construction of steel beam and steel column connections. , This will reduce the stability of the structure, construction progress and economic performance, and then make the advantages of steel structure modernization, standardization and industrialization unable to be fully utilized.
实用新型内容Utility model content
本实用新型的目的就是针对目前钢结构中钢柱与钢梁连接的问题，提供一种加工运输方便，施工安装简便，工业化程度高，强度高，稳定性好，经济美观的连接构件。The purpose of this utility model is to solve the problem of connecting steel columns and steel beams in the current steel structure, and provide a connection member that is convenient for processing and transportation, easy for construction and installation, high in industrialization, high in strength, good in stability, economical and beautiful.
本实用新型解决其技术问题所采用的技术方案是：一种H形钢柱与工字形钢梁的连接构件，包括短H形钢柱，方形法兰板，所述短H形钢柱上下连有所述方形法兰板并通过高强螺栓与上下H形钢柱相连；所述短H形钢柱与工字形钢梁通过高强螺栓和顶板进行连接。The technical solution adopted by the utility model to solve the technical problem is: a connecting member of an H-shaped steel column and an I-shaped steel beam, including a short H-shaped steel column and a square flange plate, and the short H-shaped steel column is connected up and down. The square flange plate is connected to the upper and lower H-shaped steel columns through high-strength bolts; the short H-shaped steel column is connected to the I-shaped steel beam through high-strength bolts and the top plate.
本实用新型中所述短H形钢柱和方形法兰板之间，工字形钢梁和顶板之间，上下H形钢柱和方形法兰板之间，连接形式均为对接焊，焊接等级为二级焊。In the utility model, between the short H-shaped steel column and the square flange plate, between the I-shaped steel beam and the top plate, between the upper and lower H-shaped steel columns and the square flange plate, the connection forms are all butt welding, and the welding grade For secondary welding.
本实用新型中所述短H形钢柱为热轧镇静钢。The short H-shaped steel column described in the utility model is hot-rolled killed steel.
本实用新型中所述方形法兰板上下各一个，并通过高强螺栓与上下H形钢柱相连。In the utility model, there is one upper and lower square flange plates, which are connected with the upper and lower H-shaped steel columns through high-strength bolts.
与现有技术相比本实用新型具有以下特点和有益效果：Compared with the prior art, the utility model has the following characteristics and beneficial effects:
本实用新型作为一种H形钢柱与工字形钢梁的连接构件具有强度高，稳定性好的优点，完全可以由工厂预先加工制作完成，克服了传统施工现场程序繁琐，劳动强度高，现场施工安装误差大的缺点；具备加工运输方便，施工安装及拆卸简单，施工安装精度高，缩短施工工期的突出特点；同时其美观大方，经济实用，工业化程度高，安全可靠的性能广泛适用于多层或高层钢结构建筑中。As a connecting member between H-shaped steel columns and I-shaped steel beams, the utility model has the advantages of high strength and good stability. The disadvantage of large construction and installation errors; it has the outstanding characteristics of convenient processing and transportation, simple construction and installation and disassembly, high construction and installation precision, and shortened construction period; at the same time, it is beautiful, economical, practical, high in industrialization, and safe and reliable. storey or high-rise steel structure buildings.
附图说明Description of drawings
下面结合附图和实施例对本实用新型进一步说明。Below in conjunction with accompanying drawing and embodiment the utility model is further described.
图1是本实用新型的结构轴测图。Fig. 1 is a structural axonometric view of the utility model.
图2是本实用新型的结构主视图。Fig. 2 is a structural front view of the utility model.
图3是本实用新型的结构侧视图。Fig. 3 is a structural side view of the utility model.
图中：1—短H形钢柱，2—方形法兰板，3—高强螺栓，4—H形钢柱，5—工字形钢梁，6—顶板。In the figure: 1—short H-shaped steel column, 2—square flange plate, 3—high-strength bolt, 4—H-shaped steel column, 5—I-shaped steel beam, 6—roof.
具体实施方式detailed description
参见附图，本实用新型是一种H形钢柱与工字形钢梁的连接构件，包括短H形钢柱1，方形法兰板2，所述短H形钢柱1上下连有所述方形法兰板2并通过高强螺栓3与上下H形钢柱4相连；所述短H形钢柱1与工字形钢梁5通过高强螺栓3和顶板6进行连接。Referring to the accompanying drawings, the utility model is a connection member between an H-shaped steel column and an I-shaped steel beam, comprising a short H-shaped steel column 1, a square flange plate 2, and the short H-shaped steel column 1 is connected with the The square flange plate 2 is connected with the upper and lower H-shaped steel columns 4 through high-strength bolts 3 ;
进一步地，本实用新型中所述短H形钢柱1和方形法兰板2之间，工字形钢梁5和顶板6之间，上下H形钢柱4和方形法兰板2之间，连接形式均为对接焊，焊接等级为二级焊。Further, between the short H-shaped steel column 1 and the square flange plate 2 described in the utility model, between the I-shaped steel beam 5 and the top plate 6, between the upper and lower H-shaped steel columns 4 and the square flange plate 2, The connection forms are all butt welding, and the welding grade is secondary welding.
进一步地，本实用新型中所述短H形钢柱1和方形法兰板2为热轧镇静钢。Further, the short H-shaped steel column 1 and the square flange plate 2 in the utility model are hot-rolled killed steel.
进一步地，本实用新型中所述方形法兰板2上下各一个，并通过高强螺栓3与上下H形钢柱4相连。Furthermore, the square flange plate 2 mentioned in the utility model has one upper and lower one respectively, and is connected with the upper and lower H-shaped steel columns 4 through high-strength bolts 3 .
Claims (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621210141.7U CN206174125U (en) | 2016-11-10 | 2016-11-10 | Connecting elements of H shape steel column and I -shaped girder steel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621210141.7U CN206174125U (en) | 2016-11-10 | 2016-11-10 | Connecting elements of H shape steel column and I -shaped girder steel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206174125U true CN206174125U (en) | 2017-05-17 |
Family
ID=58685074
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621210141.7U Expired - Fee Related CN206174125U (en) | 2016-11-10 | 2016-11-10 | Connecting elements of H shape steel column and I -shaped girder steel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206174125U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110284603A (en) * | 2019-07-04 | 2019-09-27 | 筑森建设工程有限公司 | Beam column construction and its construction method are built in a kind of room |
| CN113982129A (en) * | 2021-11-17 | 2022-01-28 | 中建八局发展建设有限公司 | Positioning connection structure of assembly type steel structure node and connection method thereof |
-
2016
- 2016-11-10 CN CN201621210141.7U patent/CN206174125U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110284603A (en) * | 2019-07-04 | 2019-09-27 | 筑森建设工程有限公司 | Beam column construction and its construction method are built in a kind of room |
| CN113982129A (en) * | 2021-11-17 | 2022-01-28 | 中建八局发展建设有限公司 | Positioning connection structure of assembly type steel structure node and connection method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206279622U (en) | A kind of connecting node of new H profile steel post and H profile steel beam | |
| CN206554274U (en) | Novel fabricated timber buildings cross steel plate connecting node | |
| CN205116428U (en) | Connecting elements of circular steel tube post and girder steel | |
| CN206368488U (en) | Steel and wood composite beam | |
| CN205242773U (en) | Adopt prefabricated assembled steel - concrete combination beam of cant chisei connection | |
| CN106836492A (en) | A kind of group frame-embedded faced wall Lateral Resistant System | |
| CN103821262B (en) | A kind of assembling steel plate shear wall | |
| CN103883025B (en) | Assembling type combination steel plate shear wall | |
| CN207959498U (en) | Assembled light steel structure residential system | |
| CN202767251U (en) | Inner diaphragm type concrete filled square steel tubular column with outer ring ribs and steel beam joints | |
| CN108412100A (en) | Fully assembled sunken floor and connection structure thereof | |
| CN102943546A (en) | Main girder for boiler steel structure | |
| CN205242647U (en) | Connected node of girder steel and steel column | |
| CN206174125U (en) | Connecting elements of H shape steel column and I -shaped girder steel | |
| CN203856069U (en) | High-rise building steel structure | |
| CN206800796U (en) | A kind of full multi-cavity steel tube concrete coupled column of the solder type with side plate | |
| CN101694127B (en) | Formwork support system for steel frame structure cast-in-place concrete floorslabs | |
| CN204238116U (en) | A kind of cable stayed bridge PK type section bondbeam | |
| CN202627214U (en) | Beam-column connecting structure for steel reinforced concrete composite structure of high-rise building | |
| CN206070560U (en) | Steel beam foundation of construction elevator | |
| CN205294673U (en) | Change basic connection structure | |
| CN206143917U (en) | Connecting elements of steel pipe batter post | |
| CN208293762U (en) | A kind of connection structure in steel building | |
| CN203924362U (en) | External strengthening ring type steel beam column node structure | |
| CN206189595U (en) | Connecting elements of steel -pipe column and girder steel |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170517 Termination date: 20171110 |