CN218176344U - Wind-resistant support column steel structure - Google Patents
Wind-resistant support column steel structure Download PDFInfo
- Publication number
- CN218176344U CN218176344U CN202222463824.5U CN202222463824U CN218176344U CN 218176344 U CN218176344 U CN 218176344U CN 202222463824 U CN202222463824 U CN 202222463824U CN 218176344 U CN218176344 U CN 218176344U
- Authority
- CN
- China
- Prior art keywords
- wind
- resistant
- base
- column
- steel structure
- 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.)
- Active
Links
Images
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
本申请公开了一种抗风支撑柱钢结构,涉及抗风柱技术领域,改善现有的弹性斜撑结构不方便调节支撑力度的问题,包括安装在地面上的抗风柱和底座,所述抗风柱位于底座的中部,所述底座顶部位于抗风柱的两侧均滑动安装有支撑座,所述抗风柱的两侧均固定安装有连接座,所述支撑座与连接座之间转动安装有斜撑伸缩杆,所述斜撑伸缩杆的外部套设有弹簧,所述底座顶部位于抗风柱的一侧转动安装有双向螺杆,两个所述支撑座分别螺纹连接在双向螺杆的两端。本申请通过把手、双向螺杆、连接座、斜撑伸缩杆和弹簧的设置,可对弹簧的弹力进行调节,从而可在风力较大时提升支撑力度,进一步提高抗风柱的抗风效果,减少抗风柱折断的情况。
This application discloses a steel structure of a wind-resistant support column, which relates to the technical field of wind-resistant columns, and improves the problem that the existing elastic brace structure is inconvenient to adjust the support strength, including a wind-resistant column and a base installed on the ground. The wind-resistant column is located in the middle of the base, and the top of the base is located on both sides of the wind-resistant column, and both sides of the wind-resistant column are slidingly installed with support seats, and both sides of the wind-resistant column are fixedly installed with connecting seats. A diagonal brace telescopic rod is installed for rotation, and a spring is sleeved on the outside of the diagonal brace telescopic rod. The top of the base is located on one side of the wind-resistant column and a two-way screw is installed for rotation. The two support seats are respectively threaded on the two-way screw. both ends. This application can adjust the elastic force of the spring through the setting of the handle, two-way screw, connecting seat, diagonal brace telescopic rod and spring, so that the support strength can be increased when the wind is strong, and the wind resistance effect of the wind resistance column can be further improved, reducing The situation where the wind-resistant column breaks.
Description
技术领域technical field
本申请涉及抗风柱领域,尤其是涉及一种抗风支撑柱钢结构。The present application relates to the field of wind-resistant columns, in particular to a steel structure of wind-resistant support columns.
背景技术Background technique
抗风柱是单层工业厂房山墙处的结构组成构件,抗风柱的作用主要是传递山墙的风荷载,上通过铰节点与钢梁的连接传递给屋盖系统而至于整个排架承重结构,下通过与基础的连接传递给基础。The wind-resistant column is a structural component of the gable wall of a single-story industrial factory building. The function of the wind-resistant column is mainly to transmit the wind load of the gable wall, which is transmitted to the roof system through the connection between the hinge joint and the steel beam, and as for the entire bent frame load-bearing structure, Down is passed to the base through the connection to the base.
现有技术中,为了提高抗风柱的抗风效果,减少抗风柱刚性断裂的情况,通常会在抗风柱的一侧安装弹性斜撑结构,弹性斜撑结构一般由斜撑杆和弹簧组成。In the prior art, in order to improve the wind-resistant effect of the wind-resistant column and reduce the rigid fracture of the wind-resistant column, an elastic brace structure is usually installed on one side of the wind-resistant column. The elastic brace structure is generally composed of a diagonal brace and a spring composition.
在实现本申请过程中,发明人发现该技术中至少存在如下问题,现有的弹性斜撑结构大多为固定安装,不方便调节支撑力度,当风力较大时,仍可能存在折断的情况,因此,现在提出一种抗风支撑柱钢结构。In the process of implementing this application, the inventors found that there are at least the following problems in this technology. Most of the existing elastic diagonal brace structures are fixed and installed, which is inconvenient to adjust the support strength. When the wind is strong, there may still be broken situations. Therefore , and now a wind-resistant support column steel structure is proposed.
实用新型内容Utility model content
为了改善现有的弹性斜撑结构不方便调节支撑力度的问题,本申请提供一种抗风支撑柱钢结构。In order to improve the problem that the existing elastic brace structure is inconvenient to adjust the support strength, the present application provides a steel structure of a wind-resistant support column.
本申请提供一种抗风支撑柱钢结构,采用如下的技术方案:This application provides a wind-resistant support column steel structure, adopting the following technical scheme:
一种抗风支撑柱钢结构,包括安装在地面上的抗风柱和底座,所述抗风柱位于底座的中部,所述底座顶部位于抗风柱的两侧均滑动安装有支撑座,所述抗风柱的两侧均固定安装有连接座,所述支撑座与连接座之间转动安装有斜撑伸缩杆,所述斜撑伸缩杆的外部套设有弹簧;A wind-resistant support column steel structure, including a wind-resistant column and a base installed on the ground, the wind-resistant column is located in the middle of the base, and the top of the base is located on both sides of the wind-resistant column, and support seats are slidably installed. Both sides of the wind-resistant column are fixedly installed with connection seats, and a diagonal brace telescopic rod is installed in rotation between the support seat and the connection seat, and the outside of the diagonal brace telescopic rod is provided with a spring;
所述底座顶部位于抗风柱的一侧转动安装有双向螺杆,两个所述支撑座分别螺纹连接在双向螺杆的两端。The top of the base is located on one side of the wind-resistant column, and a two-way screw is rotatably installed, and the two support seats are screwed to two ends of the two-way screw respectively.
通过采用上述技术方案,斜撑伸缩杆斜撑在抗风柱的两侧,并配合弹簧对抗风柱的两侧同时进行弹性支撑,提高抗风柱的抗风效果,减少抗风柱刚性断裂的情况;此外,可使用把手对双向螺杆进行转动,使双向螺杆带动两个支撑座沿双向螺杆的长度方向相互靠近,由于支撑座与连接座的间距变小,斜撑伸缩杆会受力缩短,而弹簧受力压缩后会增大弹簧的弹力,从而可提升支撑力度,可在风力较大时进一步提高抗风柱的抗风效果,减少抗风柱折断的情况。By adopting the above technical scheme, the diagonal bracing telescopic rods are diagonally braced on both sides of the wind-resistant column, and the springs are used to provide elastic support on both sides of the wind-resistant column at the same time, so as to improve the wind-resistant effect of the wind-resistant column and reduce the risk of rigid fracture of the wind-resistant column In addition, the handle can be used to rotate the two-way screw, so that the two-way screw drives the two support seats to approach each other along the length direction of the two-way screw. As the distance between the support seat and the connection seat becomes smaller, the diagonal brace telescopic rod will be shortened by force. After the spring is compressed by force, the spring force of the spring will be increased, so as to enhance the support strength, further improve the wind resistance effect of the wind resistance column when the wind force is strong, and reduce the breakage of the wind resistance column.
可选的,所述抗风柱的底部固定连接有安装底板,所述安装底板的四角处均插接有第一螺栓。Optionally, an installation base plate is fixedly connected to the bottom of the wind-resistant column, and first bolts are plugged into the four corners of the installation base plate.
通过采用上述技术方案,通过第一螺栓可将安装底板与地面进行固定,进而可将抗风柱固定在地面上。By adopting the above technical solution, the installation base plate can be fixed to the ground through the first bolt, and then the wind-resistant column can be fixed on the ground.
可选的,所述底座的中部开设有与安装底板相适配的让位口。Optionally, the middle part of the base is provided with a relief opening suitable for the installation base plate.
通过采用上述技术方案,通过让位口的设置,在安装抗风柱时,先将抗风柱的下端安装底板置于让位口内,再对安装底板进行固定,使底座围绕在抗风柱四周。By adopting the above-mentioned technical scheme, through the setting of the relief opening, when installing the wind-resistant column, firstly place the installation base plate at the lower end of the wind-resistant column in the relief opening, and then fix the installation base plate so that the base surrounds the wind-resistant column .
可选的,所述底座的四角处均插接有第二螺栓。Optionally, the four corners of the base are inserted with second bolts.
通过采用上述技术方案,通过第二螺栓可将底座固定在地面上。By adopting the above technical solution, the base can be fixed on the ground through the second bolt.
可选的,所述连接座的四角处均插接有第三螺栓,所述连接座通过第三螺栓与抗风柱固定安装。Optionally, third bolts are plugged into the four corners of the connecting seat, and the connecting seat is fixedly installed with the wind-resistant column through the third bolts.
通过采用上述技术方案,通过第三螺栓可将连接座与抗风柱进行拆装。By adopting the above technical solution, the connecting seat and the wind-resistant column can be disassembled and assembled through the third bolt.
可选的,所述双向螺杆的一端固定安装有把手。Optionally, a handle is fixedly installed at one end of the two-way screw.
通过采用上述技术方案,使用把手方便对双向螺杆进行转动。By adopting the above technical scheme, it is convenient to use the handle to rotate the two-way screw.
可选的,所述底座顶部远离双向螺杆的一侧固定安装有导杆,所述支撑座滑动套接在导杆上。Optionally, a guide rod is fixedly installed on the side of the top of the base away from the two-way screw, and the support seat is slidably sleeved on the guide rod.
通过采用上述技术方案,导杆能够对支撑座起到导向作用。By adopting the above technical solution, the guide rod can guide the support seat.
可选的,所述斜撑伸缩杆的两端均固定连接有限位板,所述弹簧位于两个限位板之间。Optionally, both ends of the diagonal brace telescopic rod are fixedly connected to limiting plates, and the spring is located between the two limiting plates.
通过采用上述技术方案,限位板用于对弹簧的两端进行限位。By adopting the above technical solution, the limiting plate is used to limit the two ends of the spring.
综上所述,本申请具有以下有益效果:In summary, the application has the following beneficial effects:
1.本申请通过斜撑伸缩杆和弹簧的设置,可对抗风柱的两侧同时进行弹性支撑,提高抗风柱的抗风效果,减少抗风柱刚性断裂的情况;1. In this application, through the setting of the diagonal brace telescopic rod and the spring, both sides of the anti-wind column can be elastically supported at the same time, so as to improve the wind-resistant effect of the anti-wind column and reduce the rigid fracture of the anti-wind column;
2.本申请通过把手、双向螺杆和连接座的设置,可对弹簧的弹力进行调节,从而可在风力较大时提升支撑力度,进一步提高抗风柱的抗风效果,减少抗风柱折断的情况。2. This application can adjust the elastic force of the spring through the setting of the handle, two-way screw and connecting seat, so that the support strength can be increased when the wind force is strong, the wind resistance effect of the wind resistance column can be further improved, and the risk of breaking the wind resistance column can be reduced. Condition.
附图说明Description of drawings
图1是本申请整体结构示意图。Figure 1 is a schematic diagram of the overall structure of the present application.
图2是本申请主视剖面结构示意图。Fig. 2 is a schematic diagram of the front view of the sectional structure of the present application.
图3是本申请俯视结构示意图。Fig. 3 is a schematic diagram of the top view structure of the present application.
附图标记说明:Explanation of reference signs:
1、抗风柱;2、底座;3、支撑座;4、连接座;5、斜撑伸缩杆;6、弹簧;7、双向螺杆;8、安装底板;9、第一螺栓;10、让位口;11、第二螺栓;12、第三螺栓;13、把手;14、导杆;15、限位板。1. Wind-resistant column; 2. Base; 3. Support seat; 4. Connecting seat; 5. Diagonal bracing telescopic rod; 6. Spring; 7. Two-way screw; 11, the second bolt; 12, the third bolt; 13, the handle; 14, the guide rod; 15, the limiting plate.
具体实施方式detailed description
以下结合附图1-3对本申请作进一步详细说明。The present application will be described in further detail below in conjunction with accompanying drawings 1-3.
请参照图1-3,一种抗风支撑柱钢结构,包括安装在地面上的抗风柱1和底座2,抗风柱1的底部固定连接有安装底板8,安装底板8的四角处均插接有第一螺栓9,通过第一螺栓9可将安装底板8与地面进行固定,进而可将抗风柱1固定在地面上,底座2的四角处均插接有第二螺栓11,通过第二螺栓11可将底座2固定在地面上。抗风柱1位于底座2的中部,底座2的中部开设有与安装底板8相适配的让位口10,通过让位口10的设置,在安装抗风柱1时,先将抗风柱1的下端安装底板8置于让位口10内,再对安装底板8进行固定,使底座2围绕在抗风柱1四周。Please refer to Figure 1-3, a steel structure for a wind-resistant support column, including a wind-
参照图1和图2,底座2顶部位于抗风柱1的两侧均滑动安装有支撑座3,抗风柱1的两侧均固定安装有连接座4,连接座4的四角处均插接有第三螺栓12,连接座4通过第三螺栓12与抗风柱1固定安装,通过第三螺栓12可将连接座4与抗风柱1进行拆装,支撑座3与连接座4之间转动安装有斜撑伸缩杆5,斜撑伸缩杆5的两端分别与支撑座3和连接座4相铰接,斜撑伸缩杆5的外部套设有弹簧6,斜撑伸缩杆5的两端均固定连接有限位板15,弹簧6位于两个限位板15之间,限位板15用于对弹簧6的两端进行限位。Referring to Figure 1 and Figure 2, the top of the
在使用时,斜撑伸缩杆5斜撑在抗风柱1的两侧,并配合弹簧6对抗风柱1的两侧同时进行弹性支撑,提高抗风柱1的抗风效果,减少抗风柱1刚性断裂的情况。When in use, the diagonal brace telescopic rod 5 is diagonally braced on both sides of the wind-
参照图1和图3,底座2顶部位于抗风柱1的一侧转动安装有双向螺杆7,双向螺杆7为水平布置,双向螺杆7的一端固定安装有把手13,两个支撑座3分别螺纹连接在双向螺杆7的两端,底座2顶部远离双向螺杆7的一侧固定安装有导杆14,支撑座3滑动套接在导杆14上,导杆14能够对支撑座3起到导向作用。Referring to Figures 1 and 3, the top of the
在调节时,可使用把手13对双向螺杆7进行转动,使双向螺杆7带动两个支撑座3沿双向螺杆7的长度方向相互靠近,由于支撑座3与连接座4的间距变小,斜撑伸缩杆5会受力缩短,而弹簧6受力压缩后会增大弹簧6的弹力,从而可提升支撑力度,可在风力较大时进一步提高抗风柱1的抗风效果,减少抗风柱1折断的情况。When adjusting, the
本申请的实施原理为:在使用时,斜撑伸缩杆5斜撑在抗风柱1的两侧,并配合弹簧6对抗风柱1的两侧同时进行弹性支撑,提高抗风柱1的抗风效果,减少抗风柱1刚性断裂的情况;此外,可使用把手13对双向螺杆7进行转动,使双向螺杆7带动两个支撑座3沿双向螺杆7的长度方向相互靠近,由于支撑座3与连接座4的间距变小,斜撑伸缩杆5会受力缩短,而弹簧6受力压缩后会增大弹簧6的弹力,从而可提升支撑力度,可在风力较大时进一步提高抗风柱1的抗风效果,减少抗风柱1折断的情况。The implementation principle of the present application is: when in use, the diagonal brace telescopic rod 5 is diagonally braced on both sides of the wind-
以上均为本申请的较佳实施例,并非依此限制本申请的保护范围,故:凡依本申请的结构、形状、原理所做的等效变化,均应涵盖于本申请的保护范围之内。All of the above are preferred embodiments of the application, and are not intended to limit the protection scope of the application. Therefore, all equivalent changes made according to the structure, shape, and principle of the application should be covered by the protection scope of the application. Inside.
Claims (8)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222463824.5U CN218176344U (en) | 2022-09-15 | 2022-09-15 | Wind-resistant support column steel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222463824.5U CN218176344U (en) | 2022-09-15 | 2022-09-15 | Wind-resistant support column steel structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218176344U true CN218176344U (en) | 2022-12-30 |
Family
ID=84622413
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222463824.5U Active CN218176344U (en) | 2022-09-15 | 2022-09-15 | Wind-resistant support column steel structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218176344U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN119434544A (en) * | 2025-01-10 | 2025-02-14 | 内蒙古工业大学 | A column steel frame structure for house construction |
-
2022
- 2022-09-15 CN CN202222463824.5U patent/CN218176344U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN119434544A (en) * | 2025-01-10 | 2025-02-14 | 内蒙古工业大学 | A column steel frame structure for house construction |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN208329288U (en) | A kind of building curtain wall support construction | |
| CN110593470B (en) | High-strength support structure for stone curtain wall | |
| CN215673388U (en) | Photovoltaic support unable adjustment base | |
| CN212305231U (en) | Photovoltaic tracking mounting structure | |
| CN209653189U (en) | Extension type curtain wall connecting node construction | |
| CN214425292U (en) | An anti-seismic double support for air duct hoisting | |
| CN109347411A (en) | A kind of solar energy photovoltaic panel roof mounting structure | |
| CN220081940U (en) | Trapezoid purline guide rail | |
| CN208884703U (en) | A kind of novel earthquake-resistant house | |
| CN217999052U (en) | Ancient building tenon fourth of twelve earthly branches node reinforced structure | |
| CN216046695U (en) | Equipment antidetonation gallows | |
| CN211058425U (en) | Villa construction is with shock attenuation steel frame construction | |
| CN211647425U (en) | Reinforced support structure of building engineering | |
| CN211114952U (en) | Ancient building antidetonation strengthening equipment | |
| CN222227623U (en) | Assembled anti-seismic steel skeleton for steel structure building | |
| CN221702832U (en) | A high-strength glass installation structure | |
| CN220285119U (en) | Bridge cut-off thermal insulation curtain frame | |
| CN222649106U (en) | Assembled truss anti-seismic structure | |
| CN222688341U (en) | Auxiliary fixing bracket for central air conditioner installation | |
| CN114961314B (en) | Anti-seismic reinforced structure is built in room | |
| CN216406277U (en) | Anti-seismic double-curved-surface steel frame structure | |
| CN217054459U (en) | Building structure design roof beam reinforced structure | |
| CN219105760U (en) | Silencer of pulverizer | |
| CN220580247U (en) | Building anti-seismic support | |
| CN221168785U (en) | Supporting device of assembled building curtain wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |
