CN221973115U - Steel structure beam support assembly - Google Patents
Steel structure beam support assembly Download PDFInfo
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- CN221973115U CN221973115U CN202420248833.9U CN202420248833U CN221973115U CN 221973115 U CN221973115 U CN 221973115U CN 202420248833 U CN202420248833 U CN 202420248833U CN 221973115 U CN221973115 U CN 221973115U
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Abstract
本实用新型公开了一种钢结构梁支撑组件,属于钢结构梁技术领域,针对了现有技术中钢结构梁与支撑组件定位和锁定的程序较为繁琐及两段钢结构梁结合部位不便于快速布置支撑组件的问题,包括支撑立柱,支撑立柱的下部固定有支撑座,支撑立柱的上方设置有夹持机构,夹持机构包括第一调节座、第二调节座、调距滑台、第一夹板、第二夹板和双向螺纹丝杆,第一调节座和第二调节座均设置在支撑立柱的上方;本实用新型通过设置的夹持机构,能够调整第一夹板与第二夹板之间的夹持口大小以便对钢结构梁进行夹持锁定,从而省去在高处螺丝锁定的繁琐程序,第一夹板与第二夹板的夹持口可供调整的方式也适应对不同宽距的钢结构梁进行使用。
The utility model discloses a steel structure beam support component, which belongs to the technical field of steel structure beams. It aims at solving the problems in the prior art that the procedures for positioning and locking the steel structure beam and the support component are relatively complicated and the joint of two sections of steel structure beams is not convenient for quickly arranging the support component. The utility model comprises a support column, a support seat is fixed at the lower part of the support column, and a clamping mechanism is arranged above the support column. The clamping mechanism comprises a first adjustment seat, a second adjustment seat, a distance adjustment slide, a first clamping plate, a second clamping plate and a bidirectional threaded screw, and the first adjustment seat and the second adjustment seat are both arranged above the support column. The utility model can adjust the size of the clamping opening between the first clamping plate and the second clamping plate through the clamping mechanism so as to clamp and lock the steel structure beam, thereby eliminating the complicated procedure of locking the screws at a high place. The clamping opening of the first clamping plate and the second clamping plate can be adjusted in a manner that is also suitable for use with steel structure beams of different widths.
Description
技术领域Technical Field
本实用新型属于钢结构梁技术领域,具体涉及一种钢结构梁支撑组件。The utility model belongs to the technical field of steel structure beams, and in particular relates to a steel structure beam support component.
背景技术Background Art
钢架结构在厂房和大跨度建筑结构中比较常见,由型钢杆件采用焊接、螺栓链接拼装在一起屋架结构,目前,钢结构梁在使用时会在竖直方向设立支撑架从底部实现支撑效果。Steel frame structures are common in factories and large-span building structures. They are roof trusses assembled together by welding and bolting steel bars. At present, when steel structure beams are in use, support frames will be set up in the vertical direction to achieve support effects from the bottom.
然而,现有的钢结构梁下方的支撑组件一般通过顶部的托板配合螺栓与梁锁定,这样支撑组件与梁之间的组合需要组装多个螺栓,使得钢结构梁上需要在待装支撑架位置开设安装孔以便螺栓锁紧,但是人工爬高安装螺栓和支撑架与钢结构梁准确定位的操作均较为繁琐,还有两段钢结构梁采用紧固件结合使用时为保证结合部位的稳固性需要布置两组支撑组件,而较近位置布置两组支撑组件的方式较为浪费且工作量大。However, the support assembly under the existing steel structure beam is generally locked with the beam through the top support plate and bolts. In this way, the combination of the support assembly and the beam requires the assembly of multiple bolts, so that installation holes need to be opened on the steel structure beam at the position where the support frame is to be installed to facilitate bolt locking. However, the operations of manually climbing up to install the bolts and accurately positioning the support frame and the steel structure beam are relatively cumbersome. In addition, when two sections of steel structure beams are used in combination with fasteners, two sets of support assemblies need to be arranged to ensure the stability of the joint. However, the method of arranging two sets of support assemblies in a close position is relatively wasteful and labor-intensive.
因此,需要一种钢结构梁支撑组件,解决现有技术中钢结构梁与支撑组件定位和锁定的程序较为繁琐及两段钢结构梁结合部位不便于快速布置支撑组件的问题。Therefore, a steel structure beam support assembly is needed to solve the problems in the prior art that the positioning and locking procedures of the steel structure beam and the support assembly are relatively complicated and the joint between the two sections of the steel structure beam is not convenient for quickly arranging the support assembly.
实用新型内容Utility Model Content
本实用新型的目的在于提供一种钢结构梁支撑组件,以解决上述背景技术中提出的问题。The purpose of the utility model is to provide a steel structure beam support assembly to solve the problems raised in the above background technology.
为实现上述目的,本实用新型提供如下技术方案:一种钢结构梁支撑组件,包括支撑立柱,所述支撑立柱的下部固定有支撑座,所述支撑立柱的上方设置有夹持机构,所述夹持机构包括第一调节座、第二调节座、调距滑台、第一夹板、第二夹板和双向螺纹丝杆,所述第一调节座和所述第二调节座均设置在支撑立柱的上方,两组所述调距滑台分别滑动连接在第一调节座和第二调节座的内部,所述第一夹板固定在一个所述调距滑台的上部,所述第二夹板固定在另一个所述调距滑台的上部,所述双向螺纹丝杆穿设在调距滑台的内部,所述第一调节座与支撑立柱之间设置有移开机构,所述移开机构包括移开滑道、移开滑块和限位螺杆,所述移开滑道内嵌固定在支撑立柱的上端面,两个所述移开滑块均设置在移开滑道的内部,所述限位螺杆穿设在移开滑道的内部。To achieve the above-mentioned purpose, the utility model provides the following technical solutions: a steel structure beam support assembly comprises a support column, a support seat is fixed at the lower part of the support column, and a clamping mechanism is arranged above the support column, and the clamping mechanism comprises a first adjusting seat, a second adjusting seat, a distance adjusting slide, a first clamping plate, a second clamping plate and a bidirectional threaded screw, the first adjusting seat and the second adjusting seat are both arranged above the support column, and two groups of the distance adjusting slides are respectively slidably connected to the inside of the first adjusting seat and the second adjusting seat, the first clamping plate is fixed to the upper part of one of the distance adjusting slides, the second clamping plate is fixed to the upper part of the other of the distance adjusting slides, the bidirectional threaded screw is passed through the inside of the distance adjusting slide, and a removal mechanism is arranged between the first adjusting seat and the support column, the removal mechanism comprises a removal slide, a removal slider and a limiting screw, the removal slide is embedded and fixed on the upper end surface of the support column, the two removal sliders are both arranged inside the removal slide, and the limiting screw is passed through the inside of the removal slide.
方案中需要说明的是,所述第一调节座和所述第二调节座的内部开设有调距滑槽,所述第一调节座和所述第二调节座的一端面均固定有转动轴承,所述双向螺纹丝杆的一端设置在转动轴承中,所述双向螺纹丝杆远离转动轴承的一端设置有转动把手。It should be noted in the scheme that a distance adjustment groove is provided inside the first adjustment seat and the second adjustment seat, a rotating bearing is fixed to one end face of the first adjustment seat and the second adjustment seat, one end of the bidirectional threaded screw is arranged in the rotating bearing, and a rotating handle is provided at the end of the bidirectional threaded screw away from the rotating bearing.
进一步值得说明的是,所述双向螺纹丝杆与调距滑台螺纹连接,所述第一夹板和所述第二夹板均位于第一调节座的上部对称分布。It is further worth mentioning that the bidirectional threaded screw is threadedly connected to the pitch-adjusting slide, and the first clamping plate and the second clamping plate are both symmetrically distributed on the upper part of the first adjustment seat.
更进一步需要说明的是,一个所述移开滑块的上部固定有第一调节座,另一个所述移开滑块的上部固定有第二调节座,所述移开滑道的内部开设有调节滑槽,所述移开滑块滑动连接在移开滑道的调节滑槽中。It should be further explained that a first adjustment seat is fixed to the upper part of one of the removal slides, a second adjustment seat is fixed to the upper part of the other removal slide, an adjustment groove is opened inside the removal slide, and the removal slide is slidably connected in the adjustment groove of the removal slide.
作为一种优选的实施方式,所述限位螺杆与移开滑道螺纹连接,所述限位螺杆伸入移开滑道的一端固定有限位抵块。As a preferred implementation, the limiting screw is threadedly connected to the removal slide, and one end of the limiting screw extends into the removal slide to fix a limiting stop.
作为一种优选的实施方式,所述第一调节座与第二调节座之间设置有检修口,所述第一夹板与第二夹板之间设置有夹持口。As a preferred embodiment, an inspection port is provided between the first adjustment seat and the second adjustment seat, and a clamping port is provided between the first clamping plate and the second clamping plate.
与现有技术相比,本实用新型提供的一种钢结构梁支撑组件,至少包括如下有益效果:Compared with the prior art, the steel structure beam support assembly provided by the utility model has at least the following beneficial effects:
⑴通过设置的夹持机构,能够调整第一夹板与第二夹板之间的夹持口大小以便对钢结构梁进行夹持锁定,从而省去在高处螺丝锁定的繁琐程序,第一夹板与第二夹板的夹持口可供调整的方式也适应对不同宽距的钢结构梁进行使用。⑴ Through the provided clamping mechanism, the size of the clamping opening between the first clamping plate and the second clamping plate can be adjusted so as to clamp and lock the steel structure beam, thereby eliminating the tedious procedure of locking screws at high places. The clamping opening of the first clamping plate and the second clamping plate can be adjusted in a manner that is also suitable for use with steel structure beams of different widths.
⑵通过设置的移开机构,在针对两段钢结构梁结合处使用时,分离状态的第一调节座和第二调节座能够在不增设支撑组件的情况下对两段钢结构梁结合部位的两端同时进行支撑操作,还有第一调节座和第二调节座位置可供调整的方式能够避开两段钢结构梁结合部位以便后续对结合部位的紧固度进行检修操作。⑵ Through the set removal mechanism, when used at the joint of two sections of steel structure beams, the first adjustment seat and the second adjustment seat in the separated state can simultaneously support the two ends of the joint of the two sections of steel structure beams without adding support components, and the positions of the first adjustment seat and the second adjustment seat can be adjusted in a way to avoid the joint of the two sections of steel structure beams so as to subsequently inspect the tightness of the joint.
附图说明BRIEF DESCRIPTION OF THE DRAWINGS
图1为本实用新型的整体结构立体图;Figure 1 is a perspective view of the overall structure of the utility model;
图2为本实用新型的第一调节座和第二调节座分离状态图;FIG2 is a diagram showing the first adjustment seat and the second adjustment seat of the present invention in a separated state;
图3为本实用新型的移开滑道剖面图;FIG3 is a cross-sectional view of the slideway of the utility model;
图4为本实用新型的第一调节座剖面图。FIG. 4 is a cross-sectional view of the first adjustment seat of the present utility model.
图中:1、支撑立柱;2、移开滑道;3、移开滑块;4、限位螺杆;5、限位抵块;6、支撑座;7、第一调节座;8、第二调节座;9、调节滑槽;10、调距滑台;11、第一夹板;12、第二夹板;13、双向螺纹丝杆;14、转动轴承;15、转动把手;16、调距滑槽。In the figure: 1. Support column; 2. Remove the slide; 3. Remove the slider; 4. Limit screw; 5. Limit block; 6. Support seat; 7. First adjustment seat; 8. Second adjustment seat; 9. Adjustment slide; 10. Distance adjustment slide; 11. First clamping plate; 12. Second clamping plate; 13. Bidirectional threaded screw; 14. Rotate bearing; 15. Rotate handle; 16. Distance adjustment slide.
具体实施方式DETAILED DESCRIPTION
下面结合实施例对本实用新型做进一步的描述。The present invention will be further described below in conjunction with the embodiments.
请参阅图1-4,本实用新型提供一种钢结构梁支撑组件,包括支撑立柱1,支撑立柱1的下部固定有支撑座6,支撑立柱1的上方设置有夹持机构,夹持机构包括第一调节座7、第二调节座8、调距滑台10、第一夹板11、第二夹板12和双向螺纹丝杆13,第一调节座7和第二调节座8均设置在支撑立柱1的上方,两组调距滑台10分别滑动连接在第一调节座7和第二调节座8的内部,第一夹板11固定在一个调距滑台10的上部,第二夹板12固定在另一个调距滑台10的上部,双向螺纹丝杆13穿设在调距滑台10的内部,第一调节座7与支撑立柱1之间设置有移开机构,移开机构包括移开滑道2、移开滑块3和限位螺杆4,移开滑道2内嵌固定在支撑立柱1的上端面,两个移开滑块3均设置在移开滑道2的内部,限位螺杆4穿设在移开滑道2的内部。Please refer to Figures 1-4. The utility model provides a steel structure beam support assembly, including a support column 1, a support seat 6 is fixed at the lower part of the support column 1, and a clamping mechanism is arranged above the support column 1. The clamping mechanism includes a first adjustment seat 7, a second adjustment seat 8, a distance adjustment slide 10, a first clamping plate 11, a second clamping plate 12 and a bidirectional threaded screw 13. The first adjustment seat 7 and the second adjustment seat 8 are both arranged above the support column 1, and two sets of distance adjustment slides 10 are respectively slidably connected to the first adjustment seat 7 and the second adjustment seat 8. The first clamping plate 11 is fixed on the upper part of one pitch-adjusting slide 10, the second clamping plate 12 is fixed on the upper part of the other pitch-adjusting slide 10, the bidirectional threaded screw 13 is passed through the interior of the pitch-adjusting slide 10, and a removal mechanism is arranged between the first adjustment seat 7 and the supporting column 1. The removal mechanism includes a removal slide 2, a removal slider 3 and a limit screw 4. The removal slide 2 is embedded and fixed on the upper end surface of the supporting column 1, and the two removal sliders 3 are arranged inside the removal slide 2, and the limit screw 4 is passed through the interior of the removal slide 2.
进一步地如图1、图2和图3所示,值得具体说明的是,第一调节座7和第二调节座8的内部开设有调距滑槽16,第一调节座7和第二调节座8的一端面均固定有转动轴承14,双向螺纹丝杆13的一端设置在转动轴承14中,双向螺纹丝杆13远离转动轴承14的一端设置有转动把手15。Further as shown in Figures 1, 2 and 3, it is worth specifically explaining that a distance adjustment groove 16 is opened inside the first adjustment seat 7 and the second adjustment seat 8, a rotating bearing 14 is fixed to one end face of the first adjustment seat 7 and the second adjustment seat 8, one end of the bidirectional threaded screw 13 is arranged in the rotating bearing 14, and a rotating handle 15 is provided at the end of the bidirectional threaded screw 13 away from the rotating bearing 14.
进一步地如图3所示,值得具体说明的是,双向螺纹丝杆13与调距滑台10螺纹连接,第一夹板11和第二夹板12均位于第一调节座7的上部对称分布。As further shown in FIG. 3 , it is worth explaining in detail that the bidirectional threaded screw 13 is threadedly connected to the pitch-adjusting slide 10 , and the first clamping plate 11 and the second clamping plate 12 are both symmetrically distributed on the upper part of the first adjustment seat 7 .
本方案具备以下工作过程:在使用时,第一调节座7和第二调节座8处于钢结构梁的下方,随后沿着第一调节座7和第二调节座8控制转动把手15旋动双向螺纹丝杆13,双向螺纹丝杆13的表面设置有双向螺旋纹,使得与双向螺纹丝杆13螺纹连接的调距滑台10相互靠近或相互远离,这样能够调整第一夹板11与第二夹板12之间的夹持口大小以便对钢结构梁进行夹持锁定,从而省去在高处螺丝锁定的繁琐程序,第一夹板11与第二夹板12的夹持口可供调整的方式也适应对不同宽距的钢结构梁进行使用。This solution has the following working process: when in use, the first adjustment seat 7 and the second adjustment seat 8 are located below the steel structure beam, and then the handle 15 is controlled to rotate the bidirectional threaded screw 13 along the first adjustment seat 7 and the second adjustment seat 8. The surface of the bidirectional threaded screw 13 is provided with a bidirectional spiral pattern, so that the distance adjustment slide 10 threadedly connected to the bidirectional threaded screw 13 is close to or away from each other, so that the size of the clamping opening between the first clamping plate 11 and the second clamping plate 12 can be adjusted to clamp and lock the steel structure beam, thereby eliminating the tedious procedure of locking the screws at a high place, and the clamping opening of the first clamping plate 11 and the second clamping plate 12 can be adjusted in a manner that is also suitable for use with steel structure beams of different widths.
根据上述工作过程可知:能够调整第一夹板11与第二夹板12之间的夹持口大小以便对钢结构梁进行夹持锁定,从而省去在高处螺丝锁定的繁琐程序,第一夹板11与第二夹板12的夹持口可供调整的方式也适应对不同宽距的钢结构梁进行使用。According to the above working process, it can be known that the size of the clamping opening between the first clamping plate 11 and the second clamping plate 12 can be adjusted so as to clamp and lock the steel structure beam, thereby eliminating the tedious procedure of locking screws at a high place. The clamping opening of the first clamping plate 11 and the second clamping plate 12 can be adjusted in a manner that is also suitable for use with steel structure beams of different widths.
进一步地如图1、图2和图4所示,值得具体说明的是,一个移开滑块3的上部固定有第一调节座7,另一个移开滑块3的上部固定有第二调节座8,移开滑道2的内部开设有调节滑槽9,移开滑块3滑动连接在移开滑道2的调节滑槽9中,在针对两段钢结构梁结合处使用时,先向外旋动移开滑道2两端的限位螺杆4,使得第一调节座7和第二调节座8通过移开滑块3能够分离设置,这样分离状态的第一调节座7和第二调节座8能够在不增设支撑组件的情况下对两段钢结构梁结合部位的两端同时进行支撑操作,还有第一调节座7和第二调节座8位置可供调整的方式能够避开两段钢结构梁结合部位以便后续对结合部位的紧固度进行检修操作。As further shown in Figures 1, 2 and 4, it is worth specifically explaining that a first adjustment seat 7 is fixed to the upper part of a removal slider 3, and a second adjustment seat 8 is fixed to the upper part of the other removal slider 3. An adjustment slide groove 9 is opened inside the removal slide 2, and the removal slider 3 is slidably connected in the adjustment slide groove 9 of the removal slide 2. When used for the joint of two sections of steel structure beams, the limit screws 4 at both ends of the removal slide 2 are first rotated outward so that the first adjustment seat 7 and the second adjustment seat 8 can be separated by removing the slider 3. In this way, the first adjustment seat 7 and the second adjustment seat 8 in the separated state can simultaneously support the two ends of the joint of the two sections of the steel structure beam without adding a support component, and the position of the first adjustment seat 7 and the second adjustment seat 8 can be adjusted in a way that avoids the joint of the two sections of the steel structure beam so as to subsequently inspect the tightness of the joint.
进一步地如图4所示,值得具体说明的是,限位螺杆4与移开滑道2螺纹连接,限位螺杆4伸入移开滑道2的一端固定有限位抵块5。As further shown in FIG. 4 , it is worth explaining in detail that the limit screw 4 is threadedly connected to the removal slide 2 , and one end of the limit screw 4 extends into the removal slide 2 to fix a limit stop 5 .
进一步地如图1所示,值得具体说明的是,第一调节座7与第二调节座8之间设置有检修口,第一夹板11与第二夹板12之间设置有夹持口。As further shown in FIG. 1 , it is worth to explain in detail that an inspection port is provided between the first adjustment seat 7 and the second adjustment seat 8 , and a clamping port is provided between the first clamping plate 11 and the second clamping plate 12 .
综上:能够调整第一夹板11与第二夹板12之间的夹持口大小以便对钢结构梁进行夹持锁定,从而省去在高处螺丝锁定的繁琐程序,第一夹板11与第二夹板12的夹持口可供调整的方式也适应对不同宽距的钢结构梁进行使用;在针对两段钢结构梁结合处使用时,分离状态的第一调节座7和第二调节座8能够在不增设支撑组件的情况下对两段钢结构梁结合部位的两端同时进行支撑操作,还有第一调节座7和第二调节座8位置可供调整的方式能够避开两段钢结构梁结合部位以便后续对结合部位的紧固度进行检修操作。In summary: the size of the clamping opening between the first clamping plate 11 and the second clamping plate 12 can be adjusted to clamp and lock the steel structure beam, thereby eliminating the tedious procedure of locking with screws at a high place, and the clamping opening of the first clamping plate 11 and the second clamping plate 12 can be adjusted in a manner that is also suitable for use with steel structure beams of different widths; when used at the junction of two sections of steel structure beams, the first adjustment seat 7 and the second adjustment seat 8 in the separated state can simultaneously support both ends of the junction of the two sections of steel structure beams without adding support components, and the position of the first adjustment seat 7 and the second adjustment seat 8 can be adjusted in a manner that avoids the junction of the two sections of steel structure beams to facilitate subsequent inspection and maintenance of the tightness of the junction.
Claims (6)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202420248833.9U CN221973115U (en) | 2024-02-01 | 2024-02-01 | Steel structure beam support assembly |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202420248833.9U CN221973115U (en) | 2024-02-01 | 2024-02-01 | Steel structure beam support assembly |
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| CN221973115U true CN221973115U (en) | 2024-11-08 |
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| GR01 | Patent grant | ||
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| TR01 | Transfer of patent right |
Effective date of registration: 20250314 Address after: 621000 Cuiping Village, Group 2, Shima Town, Youxian District, Mianyang City, Sichuan Province (within Shima Town Industrial Park) Patentee after: Mianyang Xiwen Steel Structure Co.,Ltd. Country or region after: China Address before: 438399 Longchiqiao Village, Longchi Office, Macheng City, Huanggang City, Hubei Province Patentee before: Hubei Zhongyang Construction Engineering Co.,Ltd. Country or region before: China |