CN211396270U - Honeycomb girder truss structure support system - Google Patents
Honeycomb girder truss structure support system Download PDFInfo
- Publication number
- CN211396270U CN211396270U CN201922163627.XU CN201922163627U CN211396270U CN 211396270 U CN211396270 U CN 211396270U CN 201922163627 U CN201922163627 U CN 201922163627U CN 211396270 U CN211396270 U CN 211396270U
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- Prior art keywords
- truss
- connecting cylinder
- honeycomb beam
- support system
- cellular
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- 238000009434 installation Methods 0.000 claims description 19
- 230000035939 shock Effects 0.000 claims description 16
- 230000001413 cellular effect Effects 0.000 claims description 13
- 230000037431 insertion Effects 0.000 claims description 10
- 238000003780 insertion Methods 0.000 claims description 10
- 238000010521 absorption reaction Methods 0.000 claims description 7
- 230000003014 reinforcing effect Effects 0.000 claims description 7
- 230000002093 peripheral effect Effects 0.000 claims description 4
- 238000013016 damping Methods 0.000 description 12
- 230000000694 effects Effects 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model discloses a honeycomb beam truss structure support system, including honeycomb beam skeleton, a plurality of shock-absorbing structure and a plurality of truss, a plurality of shock-absorbing structure are located honeycomb beam skeleton, and set up relatively, and shock-absorbing structure is along the length direction evenly distributed of honeycomb beam skeleton, shock-absorbing structure includes the mount table, connecting cylinder and a plurality of elastic support, mount table and honeycomb beam skeleton fixed connection, the mount table has places the hole, it is located the one end that honeycomb beam skeleton was kept away from to the mount table to place the hole, the connecting cylinder is located places downtheholely, and the central line of connecting cylinder overlaps with the central line of placing the hole, a plurality of elastic support are supported and are held between mount table and connecting cylinder, and be located and place downthehole, and a plurality of elastic support are along the week side evenly distributed of connecting cylinder, the truss both ends insert respectively in two relative connecting cylinders. The utility model discloses a honeycomb beam truss structure support system, stable in structure receives external force to influence for a short time.
Description
Technical Field
The utility model relates to a technical field of construction especially relates to a honeycomb beam truss structure support system.
Background
The truss structure is a supporting beam structure formed by connecting rod pieces through welding, riveting or bolts, and the truss rod pieces mainly bear axial tension or pressure, so that the strength of materials is fully utilized. However, the traditional truss structure is greatly influenced by external force, so that the structure is unstable.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a honeycomb roof beam truss structure support system aims at solving traditional truss structure and receives external force to influence great, leads to the technical problem of unstable structure.
In order to achieve the above object, the present invention provides a supporting system of a honeycomb beam truss structure, which comprises a honeycomb beam frame, a plurality of shock-absorbing structures and a plurality of trusses, wherein the shock-absorbing structures are located in the honeycomb beam frame and are oppositely arranged, and the shock-absorbing structures are uniformly distributed along the length direction of the honeycomb beam frame, the shock-absorbing structures comprise an installation platform, a connecting cylinder and a plurality of elastic supports, the installation platform is fixedly connected with the honeycomb beam frame, the installation platform is provided with a placing hole, the placing hole is located at one end of the installation platform far away from the honeycomb beam frame, the connecting cylinder is located in the placing hole, the central line of the connecting cylinder is overlapped with the central line of the placing hole, the plurality of elastic supports are abutted between the installation platform and the connecting cylinder and located in the placing hole, and the plurality of elastic supports are uniformly distributed along the peripheral side of the connecting cylinder, two ends of the truss are respectively inserted into the two opposite connecting cylinders.
Wherein, the mount table with honeycomb roof beam skeleton integrated into one piece.
Wherein, the connecting cylinder and the elastic support are integrally formed.
Wherein, the elastic support is S-shaped.
The damping structure further comprises a plurality of damping springs, the damping springs are abutted between the mounting platform and the connecting cylinder and are located in the placing holes, and the damping springs and the elastic supports are distributed in a staggered mode along the length direction of the connecting cylinder.
The installation platform is provided with a positioning hole, the positioning hole is located on the periphery of the installation platform and communicated with the installation platform, the connecting cylinder is provided with an insertion hole, the insertion hole is overlapped with the central line of the positioning hole, the truss is provided with two installation holes, the two installation holes are oppositely arranged at two ends of the truss, the honeycomb girder truss structure supporting system further comprises a plug pin, and the plug pin penetrates through the positioning hole and the insertion hole and is inserted into the installation holes.
The honeycomb beam truss structure supporting system further comprises a plurality of reinforcing ribs, and the plurality of reinforcing ribs are abutted between the honeycomb beam framework and the mounting table.
The utility model discloses a honeycomb beam truss structure support system, during the use, will the truss is installed shock-absorbing structure in the connecting cylinder, will again the honeycomb beam skeleton is installed appointed region, owing to adopt the honeycomb beam skeleton, has increased cross-sectional moment of inertia and moment of resistance, consequently has showing the rigidity and the intensity that improve the skeleton, has not only saved steel, and can also bear bigger load under the condition that the skeleton self-weight alleviates, be applied to bigger span, on the other hand, because the elastic support supports and holds between mount table and the connecting cylinder, and is located place the downthehole, consequently when the honeycomb beam truss structure support system receives external force and shakes, the vibrations on the honeycomb beam skeleton are passed from the mount table to on the elastic support, perhaps vibrations on the truss are passed through the connecting cylinder and are taken on the elastic support, the elastic support can play a role in damping and adapting to vibration and displacement on the honeycomb beam framework and the truss, so that the vibration between the honeycomb beam framework and the truss is buffered, a good damping effect is achieved, the truss and the honeycomb beam are kept in a stable structure, and the situation that the truss and the framework are connected and damaged or even broken under the action of the vibration force in the prior art is avoided. The utility model discloses a honeycomb beam truss structure support system, simple structure, convenient to use, save the resource to stable in structure is difficult to receive the influence of external force, and the result of use is better, and it is great that solved traditional truss structure and influenced by external force, leads to the technical problem of unstable structure.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic structural diagram of the honeycomb girder truss structure supporting system of the present invention.
Fig. 2 is a schematic structural view of the shock absorbing structure of the present invention.
Fig. 3 is a schematic structural view of the shock absorbing structure of the present invention.
100-honeycomb beam truss structure supporting system, 10-honeycomb beam skeleton, 20-shock absorption structure, 30-truss, 21-mounting table, 22-connecting cylinder, 23-elastic support, 211-placing hole, 24-shock absorption spring, 212-positioning hole, 221-jack, 31-mounting hole, 40-plug and 50-reinforcing rib.
Detailed Description
Reference will now be made in detail to embodiments of the present invention, examples of which are illustrated in the accompanying drawings, wherein like reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the drawings are exemplary and intended to be used for explaining the present invention, and should not be construed as limiting the present invention.
In the description of the present invention, it is to be understood that the terms "length", "width", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on those shown in the drawings, and are merely for convenience of description and simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention. In addition, in the description of the present invention, "a plurality" means two or more unless specifically limited otherwise.
Referring to fig. 1 to 3, the present invention provides a supporting system 100 for a honeycomb beam truss structure, which includes a honeycomb beam frame 10, a plurality of shock-absorbing structures 20 and a plurality of trusses 30, wherein the shock-absorbing structures 20 are located in the honeycomb beam frame 10 and are oppositely disposed, and the shock-absorbing structures 20 are uniformly distributed along a length direction of the honeycomb beam frame 10, the shock-absorbing structures 20 include a mounting table 21, a connecting cylinder 22 and a plurality of elastic brackets 23, the mounting table 21 is fixedly connected to the honeycomb beam frame 10, the mounting table 21 has a placing hole 211, the placing hole 211 is located at an end of the mounting table 21 away from the honeycomb beam frame 10, the connecting cylinder 22 is located in the placing hole 211, a central line of the connecting cylinder 22 overlaps a central line of the placing hole 211, the elastic brackets 23 are supported between the mounting table 21 and the connecting cylinder 22, and are located in the placing hole 211, and the plurality of elastic supports 23 are uniformly distributed along the peripheral side of the connecting cylinders 22, and both ends of the truss 30 are respectively inserted into the two opposite connecting cylinders 22.
In the present embodiment, when in use, the truss 30 is installed in the connecting cylinder 22 of the shock-absorbing structure 20, and then the honeycomb beam framework 10 is installed in a designated area, because the honeycomb beam framework 10 is adopted, the section inertia moment and the resisting moment are increased, so that the rigidity and the strength of the framework are significantly improved, not only steel materials are saved, but also a larger load can be borne under the condition that the self weight of the framework is reduced, and the framework is applied to a larger span, on the other hand, because the elastic support 23 is supported between the installation platform 21 and the connecting cylinder 22 and is located in the placing hole 211, when the honeycomb beam truss structure supporting system 100 is vibrated by an external force, the vibration on the honeycomb beam framework 10 is transmitted from the installation platform 21 to the elastic support 23, or the vibration on the truss 30 is transmitted to the elastic support 23 through the connecting cylinder 22, the elastic support 23 can play a role in damping and adapting to vibration and displacement on the honeycomb beam framework 10 and the truss 30, and buffer the vibration between the honeycomb beam framework 10 and the truss 30, so that a very good damping effect is achieved, the truss 30 and the honeycomb beam are kept in a stable structure, and the situation that the truss 30 and the framework are connected and damaged or even broken under the action of the vibration force in the prior art is avoided. The utility model discloses a honeycomb beam truss structure support system 100, simple structure, convenient to use, save the resource to stable in structure is difficult to receive the influence of external force, and the result of use is better.
Further, the mounting table 21 is integrally formed with the honeycomb beam framework 10.
In the present embodiment, since the mounting table 21 and the honeycomb beam frame 10 are integrally formed, the connection strength between the mounting table 21 and the honeycomb beam frame 10 is higher, the influence of external force is small, and the structure is more stable.
Further, the connecting cylinder 22 is integrally formed with the elastic support 23.
In the present embodiment, since the connecting cylinder 22 and the elastic bracket 23 are integrally formed, the manufacturing cost is low, and the connecting strength between the connecting cylinder 22 and the elastic bracket 23 is high, so that the structure is stable when an external force is applied thereto.
Further, the elastic support 23 is S-shaped.
In this embodiment, since the cross section of the elastic bracket 23 is S-shaped, the elastic bracket 23 has a double curved surface, is not easily broken, has a larger expansion amount and a better shock absorption effect, and can better buffer a shock force, so that the influence of the shock force on the cellular girder truss structure support system 100 is smaller, and the cellular girder truss structure support system 100 can maintain a more stable structure.
Further, the damping structure 20 further includes a plurality of damping springs 24, the damping springs 24 are supported between the mounting platform 21 and the connecting cylinder 22 and are located in the placing holes 211, and the plurality of damping springs 24 are distributed along the length direction of the connecting cylinder 22 and staggered with the elastic brackets 23.
In this embodiment, the shock absorbing spring 24 is provided to further absorb shock force applied to the honeycomb girder framework 10 and the truss 30, so that the shock absorbing effect is better, and the structure of the honeycomb girder truss structure support system 100 is more stable.
Further, the mounting table 21 has a positioning hole 212, the positioning hole 212 is located on the circumferential side of the mounting table 21 and is communicated with the mounting table 21, the connecting cylinder 22 has an insertion hole 221, the insertion hole 221 overlaps the center line of the positioning hole 212, the truss 30 has two mounting holes 31, the two mounting holes 31 are oppositely disposed at the two ends of the truss 30, and the honeycomb girder truss structure supporting system 100 further includes a plug pin 40, and the plug pin 40 passes through the positioning hole 212 and the insertion hole 221 and is inserted into the mounting hole 31.
In this embodiment, after the truss 30 is fixed to the connector 22, the plug 40 is inserted into the mounting hole 31 through the positioning hole 212 and the insertion hole 221 to reinforce the connection between the truss 30 and the connector 22, and the honeycomb girder truss structure support system 100 can ensure structural stability even when the honeycomb girder truss structure support system 100 is subjected to a large transverse stress.
Further, the cellular girder truss structure supporting system 100 further includes a plurality of reinforcing ribs 50, and the plurality of reinforcing ribs 50 are supported between the cellular girder framework 10 and the installation table 21.
In the present embodiment, the reinforcing ribs 50 are provided to stabilize the structures of the mount base 21 and the honeycomb girder framework 10.
While the invention has been described with reference to a preferred embodiment, it will be understood by those skilled in the art that various changes in form and details may be made therein without departing from the spirit and scope of the invention.
Claims (7)
1. A honeycomb beam truss structure supporting system is characterized by comprising a honeycomb beam framework, a plurality of shock absorption structures and a plurality of trusses, wherein the shock absorption structures are located in the honeycomb beam framework and are oppositely arranged, the shock absorption structures are uniformly distributed along the length direction of the honeycomb beam framework, each shock absorption structure comprises an installation platform, a connecting cylinder and a plurality of elastic supports, the installation platform is fixedly connected with the honeycomb beam framework, the installation platform is provided with a placing hole, the placing hole is located at one end, far away from the honeycomb beam framework, of the installation platform, the connecting cylinder is located in the placing hole, the central line of the connecting cylinder is overlapped with the central line of the placing hole, the elastic supports are abutted between the installation platform and the connecting cylinder and located in the placing hole, and the elastic supports are uniformly distributed along the peripheral side of the connecting cylinder, two ends of the truss are respectively inserted into the two opposite connecting cylinders.
2. The cellular beam truss structural support system of claim 1 wherein the mounting blocks are integrally formed with the cellular beam framework.
3. The cellular beam truss structural support system of claim 2 wherein said connector cylinders are integrally formed with said elastomeric mounts.
4. The cellular girder truss structural support system of claim 3, wherein the resilient mounts are S-shaped.
5. The cellular beam truss structural support system of claim 4 wherein the shock absorbing structure further comprises a plurality of shock absorbing springs, the shock absorbing springs are held between the mounting platform and the connector barrel and are located in the placement holes, and the plurality of shock absorbing springs are distributed along the length of the connector barrel and are staggered with respect to the resilient mounts.
6. The cellular girder truss structural support system of claim 5, wherein the mounting table has positioning holes which are located at a peripheral side of the mounting table and communicate with the mounting table, the connector has insertion holes which overlap with a center line of the positioning holes, the truss has two mounting holes which are oppositely disposed at both ends of the truss, and the cellular girder truss structural support system further comprises insertion pins which pass through the positioning holes and the insertion holes and are inserted into the mounting holes.
7. The cellular girder truss structural support system of claim 5, further comprising a plurality of reinforcing ribs, the plurality of reinforcing ribs being held between the cellular girder framework and the mounting blocks.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922163627.XU CN211396270U (en) | 2019-12-05 | 2019-12-05 | Honeycomb girder truss structure support system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922163627.XU CN211396270U (en) | 2019-12-05 | 2019-12-05 | Honeycomb girder truss structure support system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211396270U true CN211396270U (en) | 2020-09-01 |
Family
ID=72223988
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922163627.XU Expired - Fee Related CN211396270U (en) | 2019-12-05 | 2019-12-05 | Honeycomb girder truss structure support system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211396270U (en) |
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2019
- 2019-12-05 CN CN201922163627.XU patent/CN211396270U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200901 Termination date: 20211205 |
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| CF01 | Termination of patent right due to non-payment of annual fee |