CN217232878U - A plant column overhead support structure - Google Patents

A plant column overhead support structure Download PDF

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CN217232878U
CN217232878U CN202220109343.1U CN202220109343U CN217232878U CN 217232878 U CN217232878 U CN 217232878U CN 202220109343 U CN202220109343 U CN 202220109343U CN 217232878 U CN217232878 U CN 217232878U
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frame
support structure
column
overhead support
outer beam
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董帅
李韫鑫
张杰浦
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Capital Engineering & Research Inc Ltd
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Abstract

本实用新型提供了一种厂房柱架空支撑结构,包括从上向下依次设置的上环形抱箍(5)、上部斜扶撑(4)和下部抬架(1),下部抬架(1)含有上下连接的外横梁框架(11)和立柱(12),上部斜扶撑(4)为倾斜的杆状结构,上部斜扶撑(4)的上端与上环形抱箍(5)连接固定,上环形抱箍(5)能够固定套设于厂房柱(2)外,上部斜扶撑(4)的下端与外横梁框架(11)连接固定。该厂房柱架空支撑结构在既有厂房柱周边增加临时抬架的支撑结构,将厂房临时支撑在下部抬架上面,这样可以避免对上部结构的拆除及恢复,减少了改造的工程量及成本,而且还不影响厂房的生产。

Figure 202220109343

The utility model provides an overhead support structure for a workshop column, which comprises an upper annular hoop (5), an upper diagonal support (4) and a lower lift frame (1), which are arranged in sequence from top to bottom, and a lower lift frame (1) The outer beam frame (11) and the upright column (12) are connected up and down, the upper diagonal support (4) is an inclined rod-shaped structure, and the upper end of the upper diagonal support (4) is connected and fixed with the upper ring hoop (5), The upper ring hoop (5) can be fixedly sleeved outside the workshop column (2), and the lower end of the upper diagonal brace (4) is connected and fixed with the outer beam frame (11). This plant column overhead support structure adds a temporary lifting frame support structure around the existing plant column, and temporarily supports the factory building on the lower lifting frame, which can avoid the dismantling and restoration of the upper structure, and reduce the engineering volume and cost of reconstruction. And it does not affect the production of the factory.

Figure 202220109343

Description

一种厂房柱架空支撑结构A plant column overhead support structure

技术领域technical field

本实用新型涉及一种厂房柱架空支撑结构。The utility model relates to an overhead support structure of a workshop column.

背景技术Background technique

随着冶炼技术不断的提升,大量既有厂房为了更好的满足当今社会的需求,需要对既有厂房工艺生产线进行升级,换装新的设备并改造设备基础,而一般设备基础与附近的厂房柱基础做成了一体,设备基础改造的同时厂房柱基础也需要一起改造,以往的传统方法都是将此厂房柱基础以上的上部结构全部拆除,待基础改造完成之后再重新恢复,此种方法不但工程量大、成本高,而且还影响生产。With the continuous improvement of smelting technology, in order to better meet the needs of today's society, a large number of existing workshops need to upgrade the process production lines of the existing workshops, replace the new equipment and renovate the equipment foundation, while the general equipment foundation and the nearby workshops need to be upgraded. The column foundation is integrated, and the plant column foundation needs to be reconstructed at the same time as the equipment foundation is reconstructed. The traditional method in the past is to remove all the superstructure above the column foundation of the plant, and restore it after the foundation reconstruction is completed. This method Not only the amount of engineering is large, the cost is high, but also affects the production.

实用新型内容Utility model content

为了解决上述传统方法改造厂房时工程量大的问题,本实用新型提供了一种厂房柱架空支撑结构,该厂房柱架空支撑结构在既有厂房柱周边增加临时抬架的支撑结构,将厂房临时支撑在下部抬架上面,这样可以避免对上部结构的拆除及恢复,减少了改造的工程量及成本,而且还不影响厂房的生产。In order to solve the problem of the large amount of engineering when the factory building is reconstructed by the above-mentioned traditional method, the utility model provides a factory building column overhead support structure, which adds a temporary lifting frame support structure around the existing factory building column, and temporarily lifts the factory building. It is supported on the lower lifting frame, which can avoid the dismantling and restoration of the upper structure, reduce the engineering volume and cost of the transformation, and does not affect the production of the workshop.

本实用新型解决其技术问题所采用的技术方案是:The technical scheme adopted by the utility model to solve its technical problems is:

一种厂房柱架空支撑结构,包括从上向下依次设置的上环形抱箍、上部斜扶撑和下部抬架,下部抬架含有上下连接的外横梁框架和立柱,上部斜扶撑为倾斜的杆状结构,上部斜扶撑的上端与上环形抱箍连接固定,上环形抱箍能够固定套设于厂房柱外,上部斜扶撑的下端与外横梁框架连接固定。An overhead support structure for a factory building column, comprising an upper ring hoop, an upper diagonal support and a lower lift frame arranged in sequence from top to bottom, the lower lift frame includes an outer beam frame and a vertical column connected up and down, and the upper diagonal support is inclined Rod-shaped structure, the upper end of the upper diagonal bracing is connected and fixed with the upper ring hoop, the upper ring hoop can be fixedly sleeved outside the workshop column, and the lower end of the upper diagonal bracing is connected and fixed with the outer beam frame.

外横梁框架呈矩形结构,外横梁框架能够套设于厂房柱外,外横梁框架含有依次连接的左侧外横梁、前侧外横梁、右侧外横梁和后侧外横梁,外横梁框架的四个角各设有一个立柱。The outer beam frame has a rectangular structure, and the outer beam frame can be sleeved outside the plant column. The outer beam frame includes the left outer beam, the front outer beam, the right outer beam and the rear outer beam. Each corner has a post.

下部抬架的前侧含有两根交叉设置的前斜杆,下部抬架的后侧含有两根交叉设置的后斜杆,两根前斜杆与两根后斜杆互为镜像,每根立柱的下端均设有支撑底座。The front side of the lower lift frame contains two cross-arranged front inclined rods, and the rear side of the lower lift frame contains two cross-arranged rear inclined rods. The two front inclined rods and the two rear inclined rods are mirror images of each other. The lower ends are provided with support bases.

下部抬架的左侧含有从上向下依次设置的左上斜杆、左横杆和左下斜杆,左上斜杆与左下斜杆互为镜像,下部抬架的右侧含有从上向下依次设置的右上斜杆、右横杆和右下斜杆,所述右上斜杆与所述右下斜杆互为镜像。The left side of the lower lift frame contains the upper left slant bar, the left cross bar and the lower left slant bar which are arranged in order from top to bottom. The upper right inclined bar, the right horizontal bar and the lower right inclined bar are mirror images of each other.

所述厂房柱架空支撑结构还包括上下连接的环形底座和内横梁框架,环形底座能够固定套设于厂房柱外,内横梁框架与外横梁框架连接固定。The plant column overhead support structure also includes an upper and lower annular base and an inner beam frame, the annular base can be fixedly sleeved outside the plant column, and the inner beam frame and the outer beam frame are connected and fixed.

环形底座含有上下平行间隔设置上环形板和下环形板,上环形板和下环形板之间设有多个中间立板,多个中间立板沿环形底座的周向间隔排列。The annular base includes an upper annular plate and a lower annular plate arranged in parallel and spaced up and down, a plurality of intermediate vertical plates are arranged between the upper annular plate and the lower annular plate, and the plurality of intermediate vertical plates are arranged at intervals along the circumferential direction of the annular base.

内横梁框架含有左右平行设置的左侧内横梁和右侧内横梁,左侧内横梁的两端和右侧内横梁的两端均与外横梁框架连接固定,左侧内横梁与左侧外横梁之间设有左侧上斜梁,右侧内横梁与右侧外横梁之间设有右侧上斜梁。The inner beam frame includes a left inner beam and a right inner beam arranged in parallel on the left and right sides. Both ends of the left inner beam and both ends of the right inner beam are connected and fixed with the outer beam frame, and the left inner beam and the left outer beam are fixed. There is a left upper inclined beam between them, and a right upper inclined beam is arranged between the right inner beam and the right outer beam.

内横梁框架还含有前后平行设置的前侧内横梁和后侧内横梁,前侧内横梁的两端分别与左侧内横梁和右侧内横梁连接固定,后侧内横梁的两端分别与左侧内横梁和右侧内横梁连接固定。The inner beam frame also includes a front inner beam and a rear inner beam which are arranged in parallel at the front and rear. The side inner beam and the right inner beam are connected and fixed.

外横梁框架和上环形抱箍均呈矩形结构,上环形抱箍的四个角与外横梁框架的四个角上下一一对应,上环形抱箍的四个角与外横梁框架的四个角通过上部斜扶撑连接固定。The outer beam frame and the upper ring hoop are all rectangular structures, the four corners of the upper ring hoop correspond to the four corners of the outer beam frame up and down, and the four corners of the upper ring hoop correspond to the four corners of the outer beam frame. Connected and fixed by the upper diagonal bracing.

上环形抱箍呈矩形结构,上环形抱箍含有四根上横梁,上横梁含有上下设置上槽钢和下槽钢,上槽钢的开口朝下,下槽钢的开口朝上,上槽钢和下槽钢连接呈筒形结构。The upper ring hoop has a rectangular structure, the upper ring hoop contains four upper beams, the upper beam contains upper and lower channel steels arranged up and down, the opening of the upper channel steel is downward, the opening of the lower channel steel is upward, the upper channel steel and The lower channel steel connection has a cylindrical structure.

本实用新型的有益效果是:The beneficial effects of the present utility model are:

1、既有厂房柱周围设置下部抬架,使厂房柱与下部抬架形成一个整体,既有厂房强度及稳定等变化不大,既有厂房几乎不用重新验算,改造加固量很小,节约成本。1. The lower lifting frame is set around the existing factory building column, so that the building column and the lower lifting frame form a whole. The strength and stability of the existing factory building are not changed much. The existing factory building hardly needs to be re-checked, and the amount of renovation and reinforcement is small, which saves costs. .

2、下部下部抬架简单占地面积小,可以结合现场实际情况进行灵活布置方便既有厂房柱基础及设备基础的改造施工。2. The lower part of the lower part is simple to lift and occupies a small area, which can be flexibly arranged according to the actual situation of the site to facilitate the reconstruction of the existing plant column foundation and equipment foundation.

3、厂房柱架空支撑结构适用范围广泛,适用于各类钢结构和混凝土厂房,不受厂房类型的限制。3. The plant column overhead support structure has a wide range of applications, suitable for all kinds of steel structures and concrete plant buildings, and is not limited by the type of plant.

4、本实用新型的实现仅需在厂房柱周边设置下部抬架并通过上部扶撑和环形底座与既有厂房柱进行可靠连接即可,相比于拆除既有结构然后恢复的方案,其改造施工量很小且厂房不需要停产,节约成本。4. The realization of the utility model only needs to set the lower lifting frame around the plant column and connect it reliably with the existing plant column through the upper support and the annular base. The construction volume is small and the plant does not need to be shut down, saving costs.

附图说明Description of drawings

构成本申请的一部分的说明书附图用来提供对本实用新型的进一步理解,本实用新型的示意性实施例及其说明用于解释本实用新型,并不构成对本实用新型的不当限定。The accompanying drawings forming a part of the present application are used to provide further understanding of the present invention, and the schematic embodiments and descriptions of the present invention are used to explain the present invention and do not constitute an improper limitation of the present invention.

图1是本实用新型所述厂房柱架空支撑结构的主视示意图。FIG. 1 is a schematic front view of the plant column overhead support structure according to the present invention.

图2是本实用新型所述厂房柱架空支撑结构的左视示意图。Fig. 2 is a left side schematic view of the overhead support structure of the workshop column according to the present invention.

图3是沿图1中A-A方向的剖视示意图。FIG. 3 is a schematic cross-sectional view along the direction A-A in FIG. 1 .

图4是下部抬架的立体示意图。Figure 4 is a perspective view of the lower lift frame.

图5是上环形抱箍、上部斜扶撑和下部抬架的示意图。Figure 5 is a schematic diagram of the upper ring hoop, the upper diagonal support and the lower lifting frame.

图6是环形底座和厂房柱连接的示意图。Figure 6 is a schematic diagram of the connection between the annular base and the plant column.

图7是上环形抱箍和厂房柱连接的主视示意图。FIG. 7 is a schematic front view of the connection between the upper ring hoop and the plant column.

图8是上环形抱箍和厂房柱连接的俯视示意图。FIG. 8 is a schematic top view of the connection between the upper ring hoop and the plant column.

1、下部抬架;2、厂房柱;3、环形底座;4、上部斜扶撑;5、上环形抱箍;6、周圈埋件;1. Lower lifting frame; 2. Plant column; 3. Ring base; 4. Upper diagonal bracing; 5. Upper ring hoop; 6. Circumferential embedded parts;

11、外横梁框架;12、立柱;13、前斜杆;14、左上斜杆;15、左横杆;16、左下斜杆;17、内横梁框架;18、支撑底座;11. Outer beam frame; 12. Upright column; 13. Front inclined rod; 14. Left upper inclined rod; 15. Left cross rod; 16. Left lower inclined rod; 17. Inner beam frame;

31、上环形板;32、中间立板;33、下环形板;31. Upper annular plate; 32. Middle vertical plate; 33. Lower annular plate;

51、上横梁;51. Upper beam;

111、左侧外横梁;112、前侧外横梁;113、右侧外横梁;114、后侧外横梁;115、左侧上斜梁;116、右侧上斜梁;111, left outer beam; 112, front outer beam; 113, right outer beam; 114, rear outer beam; 115, left upper inclined beam; 116, right upper inclined beam;

171、左侧内横梁;172、右侧内横梁;173、前侧内横梁;174、后侧内横梁;175、上支撑板;171, left inner beam; 172, right inner beam; 173, front inner beam; 174, rear inner beam; 175, upper support plate;

511、上槽钢;512、下槽钢。511, upper channel; 512, lower channel.

具体实施方式Detailed ways

需要说明的是,在不冲突的情况下,本申请中的实施例及实施例中的特征可以相互组合。下面将参考附图并结合实施例来详细说明本实用新型。It should be noted that the embodiments in the present application and the features of the embodiments may be combined with each other in the case of no conflict. The present utility model will be described in detail below with reference to the accompanying drawings and in conjunction with the embodiments.

一种厂房柱架空支撑结构,包括从上向下依次设置的上环形抱箍5、上部斜扶撑4和下部抬架1,下部抬架1含有上下连接的外横梁框架11和立柱12,上部斜扶撑4为倾斜的杆状结构,上部斜扶撑4的上端与上环形抱箍5连接固定,上环形抱箍5能够固定套设于厂房柱2外,上部斜扶撑4的下端与外横梁框架11连接固定,如图1至图5所示。A plant column overhead support structure, including an upper ring hoop 5, an upper diagonal support 4 and a lower lift 1, which are arranged in sequence from top to bottom, and the lower lift 1 contains an outer beam frame 11 and a vertical column 12 connected up and down, and the upper The diagonal support 4 is an inclined rod-shaped structure, the upper end of the upper diagonal support 4 is connected and fixed with the upper ring hoop 5, and the upper ring hoop 5 can be fixedly sleeved outside the workshop column 2, and the lower end of the upper diagonal support 4 is connected to the upper ring hoop 5. The outer beam frame 11 is connected and fixed, as shown in FIG. 1 to FIG. 5 .

本实用新型所述厂房柱架空支撑结构可以作为在既有的厂房柱2的周围增设的临时支撑,包括从上向下依次连接的上环形抱箍5、上部斜扶撑4和下部抬架1。既有的厂房柱2与上环形抱箍5连接固定,从而将支撑力依次通过上环形抱箍5和上部斜扶撑4传递给下部抬架1,形成稳定的支撑结构,将厂房上部荷载通过所述厂房柱架空支撑结构传递给地面。The plant column overhead support structure of the present invention can be used as a temporary support added around the existing plant column 2, and includes an upper ring hoop 5, an upper diagonal support 4 and a lower lift frame 1 that are sequentially connected from top to bottom. . The existing plant column 2 is connected and fixed with the upper ring hoop 5, so that the supporting force is transmitted to the lower lifting frame 1 through the upper ring hoop 5 and the upper diagonal support 4 in turn, forming a stable support structure, and the upper load of the powerhouse is passed through. The plant column overhead support structure is transmitted to the ground.

在本实施例中,外横梁框架11呈水平的矩形结构,外横梁框架11能够套设于直立的厂房柱2外,外横梁框架11含有沿周向依次连接的左侧外横梁111、前侧外横梁112、右侧外横梁113和后侧外横梁114,外横梁框架11的四个角各设有一个立柱12,即下部抬架1含有四根立柱12,四根立柱12一一对应地位于外横梁框架11的四个角。In this embodiment, the outer beam frame 11 has a horizontal rectangular structure, and the outer beam frame 11 can be sleeved outside the upright plant column 2. The outer beam frame 11 includes a left outer beam 111, a front side beam 111 connected in sequence along the circumferential direction The outer beam 112, the right outer beam 113 and the rear outer beam 114, each of the four corners of the outer beam frame 11 is provided with a column 12, that is, the lower lifting frame 1 contains four columns 12, and the four columns 12 correspond one-to-one At the four corners of the outer beam frame 11 .

在本实施例中,下部抬架1的前侧含有两根交叉设置的前斜杆13,下部抬架1的后侧含有两根交叉设置的后斜杆,两根前斜杆13的下端和两根后斜杆的下端均与立柱12的下端连接固定,两根前斜杆13的上端和两根后斜杆的上端均与立柱12的上端连接固定。两根前斜杆13与两根后斜杆互为镜像,每根立柱12的下端均设有支撑底座18,如图1至图3所示。In this embodiment, the front side of the lower lift frame 1 includes two cross-arranged front inclined rods 13 , the rear side of the lower lift frame 1 includes two cross-arranged rear inclined rods, and the lower ends of the two front inclined rods 13 and The lower ends of the two rear inclined rods are connected and fixed with the lower ends of the uprights 12 , and the upper ends of the two front inclined rods 13 and the upper ends of the two rear inclined rods are connected and fixed with the upper ends of the uprights 12 . The two front inclined rods 13 and the two rear inclined rods are mirror images of each other, and a support base 18 is provided at the lower end of each upright column 12 , as shown in FIGS. 1 to 3 .

在本实施例中,下部抬架1的左侧含有从上向下依次设置的左上斜杆14、左横杆15和左下斜杆16,左上斜杆14与左下斜杆16互为镜像,左上斜杆14的下端、左横杆15的前端和左下斜杆16的上端连接固定。下部抬架1的右侧含有从上向下依次设置的右上斜杆、右横杆和右下斜杆,所述右上斜杆与所述右下斜杆互为镜像。In this embodiment, the left side of the lower lift frame 1 includes an upper left slant bar 14, a left cross bar 15 and a lower left slant bar 16 arranged in sequence from top to bottom. The upper left slant bar 14 and the lower left slant bar 16 are mirror images of each other, The lower end of the inclined rod 14 , the front end of the left cross rod 15 and the upper end of the left lower inclined rod 16 are connected and fixed. The right side of the lower lift frame 1 includes a right upper oblique bar, a right horizontal bar and a right lower oblique bar arranged in sequence from top to bottom, and the right upper oblique bar and the right lower oblique bar are mirror images of each other.

在本实施例中,所述厂房柱架空支撑结构还包括上下连接的环形底座3和内横梁框架17,环形底座3呈环形结构,环形底座3能够固定套设于厂房柱2外,内横梁框架17与外横梁框架11连接固定。环形底座3与厂房柱2连接固定,从而将支撑力依次通过环形底座3和内横梁框架17传递给下部抬架1,形成稳定的支撑结构,如图1至图5所示。In this embodiment, the plant column overhead support structure further includes a ring base 3 and an inner beam frame 17 that are connected up and down. The ring base 3 has a ring structure, and the ring base 3 can be fixedly sleeved outside the plant column 2. The inner beam frame 17 is connected and fixed with the outer beam frame 11 . The annular base 3 is connected and fixed with the plant column 2, so that the supporting force is transmitted to the lower lifting frame 1 through the annular base 3 and the inner beam frame 17 in turn to form a stable support structure, as shown in Figures 1 to 5.

在本实施例中,环形底座3含有上下平行间隔设置上环形板31和下环形板33,上环形板31和下环形板33之间设有多个中间立板32,中间立板32的上端与上环形板31连接固定,中间立板32的上端与下环形板33连接固定,多个中间立板32沿环形底座3的周向间隔排列,如图1和图6所示。In this embodiment, the annular base 3 includes an upper annular plate 31 and a lower annular plate 33 that are arranged in parallel at intervals up and down, and a plurality of intermediate vertical plates 32 are arranged between the upper annular plate 31 and the lower annular plate 33. It is connected and fixed with the upper annular plate 31, the upper end of the middle vertical plate 32 is connected and fixed with the lower annular plate 33, and a plurality of middle vertical plates 32 are arranged at intervals along the circumferential direction of the annular base 3, as shown in FIG.

在本实施例中,内横梁框架17含有左右平行设置的左侧内横梁171和右侧内横梁172,左侧内横梁171的两端和右侧内横梁172的两端均与外横梁框架11连接固定,左侧内横梁171与左侧外横梁111之间设有左侧上斜梁115,右侧内横梁172与右侧外横梁113之间设有右侧上斜梁116,左侧上斜梁115与右侧上斜梁116互为镜像,如图1至图5所示。In this embodiment, the inner beam frame 17 includes a left inner beam 171 and a right inner beam 172 arranged in parallel left and right. Both ends of the left inner beam 171 and both ends of the right inner beam 172 are connected to the outer beam frame 11 . The connection is fixed, the left upper inclined beam 115 is arranged between the left inner beam 171 and the left outer beam 111, the right upper inclined beam 116 is arranged between the right inner beam 172 and the right outer beam 113, and the left upper The inclined beam 115 and the right upper inclined beam 116 are mirror images of each other, as shown in FIG. 1 to FIG. 5 .

在本实施例中,内横梁框架17还含有前后平行设置的前侧内横梁173和后侧内横梁174,前侧内横梁173的两端分别与左侧内横梁171和右侧内横梁172连接固定,后侧内横梁174的两端分别与左侧内横梁171和右侧内横梁172连接固定。前侧内横梁173的上端和前侧外横梁112的上端之间连接有上支撑板175,后侧内横梁174的上端和后侧外横梁114的上端之间也连接有上支撑板175。In this embodiment, the inner beam frame 17 further includes a front inner beam 173 and a rear inner beam 174 arranged in parallel in the front and rear, and both ends of the front inner beam 173 are respectively connected to the left inner beam 171 and the right inner beam 172 For fixing, the two ends of the rear inner beam 174 are respectively connected and fixed with the left inner beam 171 and the right inner beam 172 . An upper support plate 175 is connected between the upper end of the front inner beam 173 and the upper end of the front outer beam 112 , and an upper support plate 175 is also connected between the upper end of the rear inner beam 174 and the upper end of the rear outer beam 114 .

在本实施例中,环形底座3呈水平的矩形结构,环形底座3含有四根底座横梁,内横梁框架17能够套设于厂房柱2外,四根底座横梁与左侧内横梁171、右侧内横梁172、前侧内横梁173和后侧内横梁174上下一一对应的连接固定。左侧内横梁171、右侧内横梁172、前侧内横梁173和后侧内横梁174、左侧外横梁111、前侧外横梁112、右侧外横梁113、后侧外横梁114和立柱12均可以采用工字钢。In this embodiment, the annular base 3 has a horizontal rectangular structure, the annular base 3 includes four base beams, the inner beam frame 17 can be sleeved outside the workshop column 2, the four base beams and the left inner beam 171 and the right side beam 171. The inner beam 172 , the front inner beam 173 and the rear inner beam 174 are connected and fixed in one-to-one correspondence. Left inner beam 171 , right inner beam 172 , front inner beam 173 and rear inner beam 174 , left outer beam 111 , front outer beam 112 , right outer beam 113 , rear outer beam 114 and column 12 I-beams can be used.

在本实施例中,外横梁框架11和上环形抱箍5均呈水平的矩形结构,上环形抱箍5的四个角与外横梁框架11的四个角上下一一对应,上环形抱箍5的四个角与外横梁框架11的四个角通过上部斜扶撑4连接固定,即上部斜扶撑4的上端与上环形抱箍5的角连接固定,上部斜扶撑4的下端与外横梁框架11的角连接固定。In this embodiment, the outer beam frame 11 and the upper ring hoop 5 are in a horizontal rectangular structure, and the four corners of the upper ring hoop 5 are in one-to-one correspondence with the four corners of the outer beam frame 11, and the upper ring hoop The four corners of 5 and the four corners of the outer beam frame 11 are connected and fixed by the upper diagonal support 4, that is, the upper end of the upper diagonal support 4 is connected and fixed with the corner of the upper ring hoop 5, and the lower end of the upper diagonal support 4 is connected to The corner connections of the outer beam frame 11 are fixed.

在本实施例中,上环形抱箍5含有四根上横梁51,四根上横梁51沿厂房柱2的周向依次首尾连接呈环形结构,上横梁51含有上下设置上槽钢511和下槽钢512,上槽钢511的开口朝下,下槽钢512的开口朝上,上槽钢511和下槽钢512连接呈筒形结构,如图7和图8所述。In this embodiment, the upper ring hoop 5 contains four upper beams 51, and the four upper beams 51 are connected end to end along the circumferential direction of the factory column 2 in a ring structure, and the upper beam 51 contains upper and lower channel steel 511 and lower channel steel 512. , the opening of the upper channel steel 511 faces downward, the opening of the lower channel steel 512 faces upward, and the upper channel steel 511 and the lower channel steel 512 are connected in a cylindrical structure, as shown in FIG. 7 and FIG. 8 .

下面介绍所述厂房柱架空支撑结构的使用方法。The following describes the use method of the plant column overhead support structure.

在厂房柱2外组件安装所述厂房柱架空支撑结构,所述厂房柱架空支撑结构的组成部件之间可以通过焊接的方式连接固定。厂房柱2的外表面周向设有周圈埋件6,周圈埋件6与上环形抱箍5和环形底座3焊接固定。从而将支撑力通过上环形抱箍5和环形底座3传递给下部抬架1,形成稳定的支撑结构,将厂房上部荷载通过所述厂房柱架空支撑结构传递给地面。The plant column overhead support structure is installed on the outer components of the plant column 2, and the components of the plant column overhead support structure can be connected and fixed by welding. The outer surface of the workshop column 2 is provided with a peripheral embedded member 6 in the circumferential direction, and the peripheral embedded member 6 is welded and fixed with the upper ring hoop 5 and the ring base 3 . Thereby, the supporting force is transmitted to the lower lifting frame 1 through the upper ring hoop 5 and the ring base 3 to form a stable support structure, and the upper load of the workshop is transmitted to the ground through the overhead support structure of the workshop column.

为了便于理解和描述,本实用新型中采用了绝对位置关系进行表述,如无特别说明,其中的方位词“上”表示图1中的上侧方向,方位词“下”表示图1中的下侧方向,方位词“左”表示图1中的左侧方向,方位词“右”表示图1中的右侧方向,方位词“前”表示垂直于图1中的纸面并指向纸面外侧的方向,方位词“后”表示垂直于图1中的纸面并指向纸面内侧的方向。本实用新型采用了阅读者或使用者的观察视角进行描述,但上述方位词不能理解或解释为是对本实用新型保护范围的限定。In order to facilitate understanding and description, the present utility model adopts the absolute positional relationship to describe, unless otherwise specified, the orientation word "up" represents the upper direction in Fig. 1 , and the orientation word "down" represents the lower direction in Fig. 1 Side direction, the azimuth "left" indicates the left direction in Figure 1, the azimuth "right" indicates the right direction in Figure 1, and the azimuth "front" indicates that it is perpendicular to the paper in Figure 1 and points to the outside of the paper The orientation word "rear" means the direction perpendicular to the paper in Figure 1 and pointing to the inside of the paper. The present invention is described using the viewing angle of a reader or user, but the above-mentioned orientation words cannot be understood or interpreted as limiting the protection scope of the present invention.

以上所述,仅为本实用新型的具体实施例,不能以其限定实用新型实施的范围,所以其等同组件的置换,或依本实用新型专利保护范围所作的等同变化与修饰,都应仍属于本专利涵盖的范畴。另外,本实用新型中的技术特征与技术特征之间、技术特征与技术方案、技术方案与技术方案之间均可以自由组合使用。The above descriptions are only specific examples of the present invention, and cannot limit the scope of implementation of the present invention. Therefore, the replacement of the equivalent components thereof, or the equivalent changes and modifications made according to the scope of the patent protection of the present invention, shall still belong to the scope of the present invention. Scope covered by this patent. In addition, technical features and technical features, technical features and technical solutions, and technical solutions and technical solutions in the present invention can be freely combined and used.

Claims (10)

1.一种厂房柱架空支撑结构,其特征在于,所述厂房柱架空支撑结构包括从上向下依次设置的上环形抱箍(5)、上部斜扶撑(4)和下部抬架(1),下部抬架(1)含有上下连接的外横梁框架(11)和立柱(12),上部斜扶撑(4)为倾斜的杆状结构,上部斜扶撑(4)的上端与上环形抱箍(5)连接固定,上环形抱箍(5)能够固定套设于厂房柱(2)外,上部斜扶撑(4)的下端与外横梁框架(11)连接固定。1. An overhead support structure for a workshop column, wherein the overhead support structure for a workshop column comprises an upper ring hoop (5), an upper oblique support (4) and a lower lift frame (1) that are set sequentially from top to bottom. ), the lower lift frame (1) contains the outer beam frame (11) and the upright column (12) connected up and down, the upper diagonal support (4) is an inclined rod-like structure, and the upper end of the upper diagonal support (4) is connected to the upper ring The hoop (5) is connected and fixed, the upper ring hoop (5) can be fixedly sleeved outside the workshop column (2), and the lower end of the upper diagonal brace (4) is connected and fixed with the outer beam frame (11). 2.根据权利要求1所述的厂房柱架空支撑结构,其特征在于,外横梁框架(11)呈矩形结构,外横梁框架(11)能够套设于厂房柱(2)外,外横梁框架(11)含有依次连接的左侧外横梁(111)、前侧外横梁(112)、右侧外横梁(113)和后侧外横梁(114),外横梁框架(11)的四个角各设有一个立柱(12)。2. The plant column overhead support structure according to claim 1 is characterized in that, the outer beam frame (11) is in a rectangular structure, the outer beam frame (11) can be sleeved outside the factory column (2), and the outer beam frame ( 11) Containing the left side outer beam (111), the front side outer beam (112), the right side outer beam (113) and the rear side outer beam (114) connected in sequence, and the four corners of the outer beam frame (11) are provided with There is an upright (12). 3.根据权利要求2所述的厂房柱架空支撑结构,其特征在于,下部抬架(1)的前侧含有两根交叉设置的前斜杆(13),下部抬架(1)的后侧含有两根交叉设置的后斜杆,两根前斜杆(13)与两根后斜杆互为镜像,每根立柱(12)的下端均设有支撑底座(18)。3. The plant column overhead support structure according to claim 2 is characterized in that, the front side of the lower lifting frame (1) contains two cross-arranged front inclined rods (13), and the rear side of the lower lifting frame (1) There are two cross-arranged rear inclined rods, the two front inclined rods (13) and the two rear inclined rods are mirror images of each other, and a support base (18) is provided at the lower end of each upright column (12). 4.根据权利要求2所述的厂房柱架空支撑结构,其特征在于,下部抬架(1)的左侧含有从上向下依次设置的左上斜杆(14)、左横杆(15)和左下斜杆(16),左上斜杆(14)与左下斜杆(16)互为镜像,下部抬架(1)的右侧含有从上向下依次设置的右上斜杆、右横杆和右下斜杆,所述右上斜杆与所述右下斜杆互为镜像。4. The plant column overhead support structure according to claim 2 is characterized in that, the left side of the lower lift frame (1) contains the left upper inclined bar (14), the left cross bar (15) and The lower left inclined rod (16), the upper left inclined rod (14) and the lower left inclined rod (16) are mirror images of each other. A downward inclined rod, the upper right inclined rod and the lower right inclined rod are mirror images of each other. 5.根据权利要求1所述的厂房柱架空支撑结构,其特征在于,所述厂房柱架空支撑结构还包括上下连接的环形底座(3)和内横梁框架(17),环形底座(3)能够固定套设于厂房柱(2)外,内横梁框架(17)与外横梁框架(11)连接固定。5. The plant column overhead support structure according to claim 1, characterized in that, the plant column overhead support structure further comprises an annular base (3) and an inner beam frame (17) connected up and down, and the annular base (3) can The fixed sleeve is arranged outside the workshop column (2), and the inner beam frame (17) is connected and fixed with the outer beam frame (11). 6.根据权利要求5所述的厂房柱架空支撑结构,其特征在于,环形底座(3)含有上下平行间隔设置上环形板(31)和下环形板(33),上环形板(31)和下环形板(33)之间设有多个中间立板(32),多个中间立板(32)沿环形底座(3)的周向间隔排列。6. The plant column overhead support structure according to claim 5, is characterized in that, the annular base (3) contains upper and lower annular plates (31) and lower annular plates (33) arranged in parallel at intervals, and the upper annular plates (31) and A plurality of middle vertical plates (32) are arranged between the lower annular plates (33), and the plurality of middle vertical plates (32) are arranged at intervals along the circumferential direction of the annular base (3). 7.根据权利要求5所述的厂房柱架空支撑结构,其特征在于,内横梁框架(17)含有左右平行设置的左侧内横梁(171)和右侧内横梁(172),左侧内横梁(171)的两端和右侧内横梁(172)的两端均与外横梁框架(11)连接固定,左侧内横梁(171)与左侧外横梁(111)之间设有左侧上斜梁(115),右侧内横梁(172)与右侧外横梁(113)之间设有右侧上斜梁(116)。7. The plant column overhead support structure according to claim 5, wherein the inner beam frame (17) contains a left inner beam (171) and a right inner beam (172) that are arranged in parallel on the left and right, and the left inner beam (172) Both ends of (171) and both ends of the right inner beam (172) are connected and fixed with the outer beam frame (11). The inclined beam (115) is provided with a right upper inclined beam (116) between the right inner transverse beam (172) and the right outer transverse beam (113). 8.根据权利要求7所述的厂房柱架空支撑结构,其特征在于,内横梁框架(17)还含有前后平行设置的前侧内横梁(173)和后侧内横梁(174),前侧内横梁(173)的两端分别与左侧内横梁(171)和右侧内横梁(172)连接固定,后侧内横梁(174)的两端分别与左侧内横梁(171)和右侧内横梁(172)连接固定。8. The plant column overhead support structure according to claim 7, wherein the inner beam frame (17) also contains a front inner beam (173) and a rear inner beam (174) that are arranged in parallel at the front and rear, Both ends of the beam (173) are connected and fixed with the left inner beam (171) and the right inner beam (172) respectively, and the two ends of the rear inner beam (174) are respectively connected with the left inner beam (171) and the right inner beam (172). The beam (172) is connected and fixed. 9.根据权利要求1所述的厂房柱架空支撑结构,其特征在于,外横梁框架(11)和上环形抱箍(5)均呈矩形结构,上环形抱箍(5)的四个角与外横梁框架(11)的四个角上下一一对应,上环形抱箍(5)的四个角与外横梁框架(11)的四个角通过上部斜扶撑(4)连接固定。9. The plant column overhead support structure according to claim 1 is characterized in that, the outer beam frame (11) and the upper ring hoop (5) are all in a rectangular structure, and the four corners of the upper ring hoop (5) are in the shape of a rectangle. The four corners of the outer beam frame (11) are in one-to-one correspondence, and the four corners of the upper annular hoop (5) and the four corners of the outer beam frame (11) are connected and fixed through the upper diagonal braces (4). 10.根据权利要求1所述的厂房柱架空支撑结构,其特征在于,上环形抱箍(5)呈矩形结构,上环形抱箍(5)含有四根上横梁(51),上横梁(51)含有上下设置上槽钢(511)和下槽钢(512),上槽钢(511)的开口朝下,下槽钢(512)的开口朝上,上槽钢(511)和下槽钢(512)连接呈筒形结构。10. The plant column overhead support structure according to claim 1, wherein the upper ring hoop (5) is in a rectangular structure, and the upper ring hoop (5) contains four upper beams (51), and the upper beam (51) The upper channel steel (511) and the lower channel steel (512) are arranged up and down, the opening of the upper channel steel (511) is downward, the opening of the lower channel steel (512) is upward, the upper channel steel (511) and the lower channel steel ( 512) The connection is in a cylindrical structure.
CN202220109343.1U 2022-01-17 2022-01-17 A plant column overhead support structure Active CN217232878U (en)

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