CN222456374U - Conversion layer concrete inner column support connection structure - Google Patents
Conversion layer concrete inner column support connection structure Download PDFInfo
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- CN222456374U CN222456374U CN202420024610.4U CN202420024610U CN222456374U CN 222456374 U CN222456374 U CN 222456374U CN 202420024610 U CN202420024610 U CN 202420024610U CN 222456374 U CN222456374 U CN 222456374U
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- 238000006243 chemical reaction Methods 0.000 title claims description 17
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 119
- 239000010959 steel Substances 0.000 claims abstract description 119
- 230000007704 transition Effects 0.000 claims abstract 3
- 230000000149 penetrating effect Effects 0.000 claims description 9
- 230000003014 reinforcing effect Effects 0.000 claims description 7
- 238000010276 construction Methods 0.000 claims description 6
- 239000004088 foaming agent Substances 0.000 claims description 6
- 238000003466 welding Methods 0.000 claims description 4
- 230000006978 adaptation Effects 0.000 claims 1
- 238000009434 installation Methods 0.000 abstract description 6
- 230000000694 effects Effects 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 238000005728 strengthening Methods 0.000 description 3
- 230000008093 supporting effect Effects 0.000 description 3
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 229910000746 Structural steel Inorganic materials 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 238000002513 implantation Methods 0.000 description 1
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Abstract
本申请涉及一种转换层混凝土内柱支撑连接构造，涉及转换层支撑技术领域。本装置包括分布在室内立柱表面的四个三角钢板，四个三角钢板的表面套设有两组钢抱箍，钢抱箍的前端和后端均贯穿设置有紧固螺栓，三角钢板的表面焊接有两个与钢抱箍相适配的防脱杆，三角钢板表面的顶部焊接有承重钢梁，承重钢梁的下方设置有钢结构梁架，钢结构梁架的顶部设置有吊装组件，本申请能够通过钢抱箍、紧固螺栓和防脱杆的配合使用，对三角钢板进行夹持固定，使得承重钢梁的使用位置得以固定，随后在承重钢梁和吊装组件的配合使用下，对钢结构梁架进行吊装支撑，即可达到免植入安装和支撑性强的目的。
The present application relates to a support connection structure for inner columns of a transition layer concrete, and to the technical field of transition layer support. The device comprises four triangular steel plates distributed on the surface of indoor columns, and the surface of the four triangular steel plates is provided with two sets of steel hoops, and the front and rear ends of the steel hoops are penetrated with fastening bolts, and the surface of the triangular steel plates is welded with two anti-slip rods adapted to the steel hoops, and the top of the triangular steel plate surface is welded with a load-bearing steel beam, and a steel structure beam frame is provided below the load-bearing steel beam, and a lifting assembly is provided on the top of the steel structure beam frame. The present application can clamp and fix the triangular steel plate through the coordinated use of steel hoops, fastening bolts and anti-slip rods, so that the use position of the load-bearing steel beam can be fixed, and then the steel structure beam frame can be lifted and supported under the coordinated use of the load-bearing steel beam and the lifting assembly, so as to achieve the purpose of implant-free installation and strong support.
Description
Technical Field
The application relates to the technical field of conversion layer support, in particular to a conversion layer concrete inner column support connection structure.
Background
The indoor area is great, open building, and its is indoor generally to be equipped with the concrete column structure that is used for bearing or consolidate, when the steel construction conversion layer installation, except adopting the bearing mode of indoor wall top hoist and mount, can also strengthen the overall stability of steel construction conversion layer through being connected with the stand.
When the steel structure conversion layer and the upright post are installed and butted, the embedded bolts can be adopted to generate a connection relationship, the expansion bolts embedded in the later stage can have a certain influence on the integrity of the upright post when being embedded in the upright post, and even cracking occurs.
Disclosure of utility model
In order to solve the existing technical problems, the application provides a conversion layer concrete inner column support connection structure.
The application provides a conversion layer concrete inner column support connection structure which adopts the following technical scheme that the conversion layer concrete inner column support connection structure comprises four triangular steel plates distributed on the surfaces of indoor upright posts, two groups of steel anchor clamps are sleeved on the surfaces of the four triangular steel plates, fastening bolts are arranged at the front ends and the rear ends of the steel anchor clamps in a penetrating mode, two anti-falling rods matched with the steel anchor clamps are welded on the surfaces of the triangular steel plates, bearing steel beams are welded on the tops of the surfaces of the triangular steel plates, steel structure beam frames are arranged below the bearing steel beams, and hoisting assemblies are arranged on the tops of the steel structure beam frames.
Through adopting above-mentioned technical scheme, through the cooperation use of steel staple bolt, fastening bolt and anticreep pole, carry out the centre gripping to the triangle steel sheet fixedly for the position of use of bearing girder steel can be fixed, later under the cooperation use of bearing girder steel and hoisting assembly, hoist and mount the support to steel construction roof beam structure, can reach the purpose that implantation installation and supportability are strong exempted from.
Preferably, the hoisting assembly comprises a threaded suspender penetrating through the top of the bearing steel beam, a plurality of jacks matched with the threaded suspender are formed in the top of the bearing steel beam, two positioning nuts are connected with the top threads on the surface of the threaded suspender, and the two positioning nuts are respectively in close contact with the top and the bottom of the bearing steel beam.
Preferably, the bottom of the screw-thread suspender is provided with a suspending frame, the top of the suspending frame is provided with a rectangular chute matched with the screw-thread suspender, and the bottom of the screw-thread suspender extends to the inner cavity of the rectangular chute.
Preferably, the bottom thread on the surface of the threaded suspender is connected with a limit nut, and the limit nut is pressed on the top of the suspended frame.
Through adopting above-mentioned technical scheme, through the setting of hoist and mount subassembly, the cooperation of jack and positioning nut is used wherein, has played the fixed effect of centre gripping to the screw thread jib, and rectangle spout and stop nut's cooperation is used down again simultaneously for screw thread jib and hanging frame can be connected fixedly, and under the cooperation of screw thread jib and rectangle spout was used again simultaneously, the user has made things convenient for the user to carry out suitable regulation to the hoist and mount position of hanging the frame, thereby has made things convenient for the user to hang frame and two cross arms counterpoint installation.
Preferably, the surface welding of steel construction roof beam frame has two cross arms, hangs the top of frame and runs through and be provided with two connecting bolts, hangs frame and cross arm through connecting bolt fixed connection.
Preferably, the top welding on triangle steel sheet surface has the strengthening rib, and the one end that the strengthening rib kept away from the triangle steel sheet welds with the bearing girder steel.
Through adopting above-mentioned technical scheme, through the setting of strengthening rib, played the diagonal bracing effect to the bearing girder steel to improved the supporting strength of bearing girder steel, improved the connection stability of bearing girder steel and triangle steel sheet simultaneously.
Preferably, a foaming agent is filled between the indoor upright post and the triangular steel plate.
In summary, the present application includes at least one of the following beneficial technical effects:
1. According to the utility model, through the cooperation of the steel anchor ear, the fastening bolt and the anti-drop rod, the triangular steel plate is clamped and fixed, so that the use position of the bearing steel beam is fixed, and then under the cooperation of the bearing steel beam and the hoisting assembly, the steel structure beam frame is hoisted and supported, so that the purposes of implantation-free installation and strong supportability can be achieved.
2. According to the utility model, through the arrangement of the hoisting assembly, the jack and the positioning nut are matched for use, the clamping and fixing effects on the threaded suspender are realized, meanwhile, under the matched use of the rectangular chute and the limiting nut, the threaded suspender and the hoisting frame are connected and fixed, and under the matched use of the threaded suspender and the rectangular chute, the hoisting position of the hoisting frame is conveniently and properly adjusted by a user, so that the hoisting frame and the two cross arms are conveniently and contraposition-mounted by the user.
3. According to the utility model, through the arrangement of the reinforcing ribs, an oblique supporting effect is achieved on the bearing steel beam, so that the supporting strength of the bearing steel beam is improved, and meanwhile, the connection stability of the bearing steel beam and the triangular steel plate is improved.
Drawings
The accompanying drawings, which are included to provide a further understanding of the application, are incorporated in and constitute a part of this specification. The drawings and their description are illustrative of the application and are not to be construed as unduly limiting the application. In the drawings:
fig. 1 is a schematic top view of the structure of the present utility model.
Fig. 2 is a schematic perspective view of the structure of the present utility model.
Fig. 3 is a schematic perspective view of a structural triangle steel plate, steel anchor ear and load-bearing steel beam of the present utility model.
Fig. 4 is a perspective exploded view of the structural steel beam and hoist assembly of the present utility model.
The reference numerals indicate that 1, an indoor upright post, 2, a triangular steel plate, 3, a steel anchor ear, 4, a fastening bolt, 5, an anti-falling rod, 6, a bearing steel beam, 7, a steel structure beam frame, 8, a hoisting assembly, 81, a threaded suspender, 82, an inserting hole, 83, a positioning nut, 84, a hoisting frame, 85, a rectangular chute, 86, a limit nut, 9, a cross arm, 10, a connecting bolt, 11, a reinforcing rib, 12 and a foaming agent.
Description of the embodiments
In order that those skilled in the art will better understand the present application, a technical solution in the embodiments of the present application will be clearly and completely described below with reference to the accompanying drawings in which it is apparent that the described embodiments are only some embodiments of the present application, not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the present application without making any inventive effort, shall fall within the scope of the present application.
It should be noted that the terms "first," "second," and the like in the description and the claims of the present application and the above figures are used for distinguishing between similar objects and not necessarily for describing a particular sequential or chronological order. It is to be understood that the data so used may be interchanged where appropriate in order to describe the embodiments of the application herein. Furthermore, the terms "comprises," "comprising," and "having," and any variations thereof, are intended to cover a non-exclusive inclusion, such that a process, method, system, article, or apparatus that comprises a list of steps or elements is not necessarily limited to those steps or elements expressly listed but may include other steps or elements not expressly listed or inherent to such process, method, article, or apparatus.
In the present application, the terms "upper", "lower", "left", "right", "front", "rear", "top", "bottom", "inner", "outer", "middle", "vertical", "horizontal", "lateral", "longitudinal" and the like indicate an azimuth or a positional relationship based on that shown in the drawings. These terms are only used to better describe the present application and its embodiments and are not intended to limit the scope of the indicated devices, elements or components to the particular orientations or to configure and operate in the particular orientations.
Also, some of the terms described above may be used to indicate other meanings in addition to orientation or positional relationships, for example, the term "upper" may also be used to indicate some sort of attachment or connection in some cases. The specific meaning of these terms in the present application will be understood by those of ordinary skill in the art according to the specific circumstances.
In addition, the term "plurality" shall mean two as well as more than two.
It should be noted that, without conflict, the embodiments of the present application and features of the embodiments may be combined with each other. The application will be described in detail below with reference to the drawings in connection with embodiments.
DETAILED DESCRIPTION OF EMBODIMENT (S) OF INVENTION
The embodiment of the application discloses a conversion layer concrete inner column support connection structure, which comprises four triangular steel plates 2 distributed on the surface of an indoor upright 1, foaming agents 12 are filled between the indoor upright 1 and the triangular steel plates 2, reinforcing ribs 11 are welded at the top of the surface of the triangular steel plates 2, one ends of the reinforcing ribs 11 far away from the triangular steel plates 2 are welded with bearing steel beams 6, through the arrangement of the reinforcing ribs 11, an oblique support effect is achieved on the bearing steel beams 6, so that the support strength of the bearing steel beams 6 is improved, meanwhile, the connection stability of the bearing steel beams 6 and the triangular steel plates 2 is improved, two groups of steel anchor clamps 3 are sleeved on the surfaces of the four triangular steel plates 2, fastening bolts 4 are arranged at the front ends and the rear ends of the steel anchor clamps 3 in a penetrating mode, two anti-falling rods 5 matched with the steel anchor clamps 3 are welded on the surface of the triangular steel plates 2, the bearing steel beams 6 are welded at the top of the surface of the triangular steel plates 2, steel structure beam frames 7 are arranged below the bearing steel beams 6, and hoisting components 8 are arranged at the top of the steel structure beam frames 7.
Examples
In combination with fig. 1-4, the hoisting assembly 8 comprises a threaded hoisting rod 81 penetrating through the top of the bearing steel beam 6, a plurality of jacks 82 matched with the threaded hoisting rod 81 are formed in the top of the bearing steel beam 6, two positioning nuts 83 are in threaded connection with the top of the surface of the threaded hoisting rod 81, the two positioning nuts 83 are respectively in close contact with the top and the bottom of the bearing steel beam 6, a hoisting frame 84 is arranged at the bottom of the threaded hoisting rod 81, a rectangular sliding groove 85 matched with the threaded hoisting rod 81 is formed in the top of the hoisting frame 84, the bottom of the threaded hoisting rod 81 extends to the inner cavity of the rectangular sliding groove 85, limit nuts 86 are in threaded connection with the bottom of the surface of the threaded hoisting rod 81, the limit nuts 86 are pressed on the top of the hoisting frame 84, two cross arms 9 are welded on the surface of the steel structure beam frame 7, two connecting bolts 10 are arranged in a penetrating mode on the top of the hoisting frame 84, the hoisting frame 84 and the cross arms 9 are fixedly connected through the connecting bolts 10, the hoisting assembly 8 is arranged, the jacks 82 and the positioning nuts 83 are matched with the hoisting frame 84, the threaded hoisting frame 84 plays a role in clamping and is fixed, and the rectangular sliding groove 85 is matched with the limit nuts 86.
The steel anchor clamps 3 are arranged in the inner cavity of the anti-drop rod 5 in a penetrating mode, the steel anchor clamps 3 and the triangular steel plates 2 are arranged on the surface of the indoor upright 1 in a sleeved mode, the positions of the four triangular steel plates 2 are adjusted, the four triangular steel plates 2 are uniformly distributed, the fastening bolts 4 are screwed, the steel anchor clamps 3 are tightened, the triangular steel plates 2 are stably clamped on the surface of the indoor upright 1, the foaming agent 12 is filled between the triangular steel plates 2 and the indoor upright 1, the excessive foaming agent 12 is cut off, the threaded hanging rods 81 are arranged in the inner cavity of the jack 82 in a penetrating mode according to the distribution position of the steel structure beam frame 7, two positioning nuts 83 are screwed, the using positions and the using heights of the threaded hanging rods 81 are locked and fixed, after the threaded hanging rods 81 are fixed, the hanging positions of the hanging frame 84 are fine-tuned, after the hanging frame 84 and the cross arm 9 are accurately aligned, the connecting bolts 10 penetrate through the hanging frame 84 from the top of the hanging frame 84 to the bottom of the 9, the cross arm 84 is tightly connected to the top of the hanging frame 84, and the cross arm 84 is tightly pressed down to the top of the cross arm 84, and the cross arm 84 is fixed, and the position of the cross arm 84 is tightly pressed and the cross arm 84 is fixed.
In summary, according to the concrete inner column support connection structure of the conversion layer, the steel anchor ear 3, the fastening bolt 4 and the anti-falling rod 5 are matched to clamp and fix the triangular steel plate 2, so that the using position of the bearing steel beam 6 is fixed, and then under the matched use of the bearing steel beam 6 and the hoisting assembly 8, the steel structure beam frame 7 is hoisted and supported, and the purposes of implantation-free installation and strong supportability can be achieved.
The above description is only of the preferred embodiments of the present application and is not intended to limit the present application, but various modifications and variations can be made to the present application by those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present application should be included in the protection scope of the present application.
Claims (7)
1. The utility model provides a conversion layer concrete inner column support connection structure, its characterized in that is including four triangle steel sheet (2) of distributing on indoor stand (1) surface, the surface cover of four triangle steel sheet (2) is equipped with two sets of steel staple bolt (3), the front end and the rear end of steel staple bolt (3) all run through and are provided with fastening bolt (4), the surface welding of triangle steel sheet (2) has two anticreep poles (5) with steel staple bolt (3) looks adaptation, the top welding of triangle steel sheet (2) surface has bearing girder steel (6), the below of bearing girder steel (6) is provided with steel structure roof beam frame (7), the top of steel structure roof beam frame (7) is provided with hoist and mount subassembly (8).
2. The concrete inner column support connection structure of the conversion layer of claim 1, wherein the hoisting assembly (8) comprises a threaded suspender (81) penetrating through the top of the bearing steel beam (6), a plurality of jacks (82) matched with the threaded suspender (81) are formed in the top of the bearing steel beam (6), two positioning nuts (83) are connected to the top of the surface of the threaded suspender (81) in a threaded manner, and the two positioning nuts (83) are respectively in tight contact with the top and the bottom of the bearing steel beam (6).
3. The construction of claim 2, wherein a hanger frame (84) is provided at the bottom of the threaded hanger rod (81), a rectangular chute (85) adapted to the threaded hanger rod (81) is provided at the top of the hanger frame (84), and the bottom of the threaded hanger rod (81) extends to the inner cavity of the rectangular chute (85).
4. The concrete inner column support connection structure of the conversion layer according to claim 3, wherein a limit nut (86) is connected to the bottom of the surface of the threaded suspender (81) in a threaded manner, and the limit nut (86) is pressed on the top of the suspended frame (84).
5. The concrete inner column support connection structure of a conversion layer according to claim 4, wherein two cross arms (9) are welded on the surface of the steel structure beam frame (7), two connecting bolts (10) are arranged at the top of the hanging frame (84) in a penetrating mode, and the hanging frame (84) and the cross arms (9) are fixedly connected through the connecting bolts (10).
6. The concrete inner column support connection structure of the conversion layer according to claim 5, wherein reinforcing ribs (11) are welded on the top of the surface of the triangular steel plate (2), and one end, far away from the triangular steel plate (2), of each reinforcing rib (11) is welded with the bearing steel beam (6).
7. The construction of a transition layer concrete inner column support according to claim 6, wherein a foaming agent (12) is filled between the indoor column (1) and the triangular steel plate (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202420024610.4U CN222456374U (en) | 2024-01-05 | 2024-01-05 | Conversion layer concrete inner column support connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202420024610.4U CN222456374U (en) | 2024-01-05 | 2024-01-05 | Conversion layer concrete inner column support connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN222456374U true CN222456374U (en) | 2025-02-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202420024610.4U Active CN222456374U (en) | 2024-01-05 | 2024-01-05 | Conversion layer concrete inner column support connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN222456374U (en) |
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- 2024-01-05 CN CN202420024610.4U patent/CN222456374U/en active Active
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