CN219862199U - Steel suspended pavement applied to site exhibition hall - Google Patents
Steel suspended pavement applied to site exhibition hall Download PDFInfo
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- CN219862199U CN219862199U CN202321171063.4U CN202321171063U CN219862199U CN 219862199 U CN219862199 U CN 219862199U CN 202321171063 U CN202321171063 U CN 202321171063U CN 219862199 U CN219862199 U CN 219862199U
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- pavement
- sling
- steel structure
- connecting plate
- steel
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 95
- 239000010959 steel Substances 0.000 title claims abstract description 95
- 230000000087 stabilizing effect Effects 0.000 claims description 25
- 239000002184 metal Substances 0.000 claims description 7
- 239000003351 stiffener Substances 0.000 description 5
- 238000010276 construction Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
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- Road Paving Structures (AREA)
Abstract
The utility model relates to a steel suspended pavement applied to a site exhibition hall, which comprises a steel structure beam frame, a pavement steel structure and a plurality of groups of slings, wherein the steel structure beam frame is arranged at the top area of the site exhibition hall, and the pavement steel structure is suspended above the site by the arranged groups of slings; the steel structure beam frame at the top of the ruin exhibition hall is utilized to hang the visiting sidewalk, so that the problem that the base of the visiting sidewalk in the ruin exhibition hall occupies the main body of the ruin is solved. On the premise of not occupying and damaging the relic remains, the top structure of the remains museum is used for hanging the visiting footpath, so that the requirement of public visiting remains is met.
Description
Technical Field
The utility model belongs to the technical field of buildings, and particularly relates to a steel suspended pavement applied to a site exhibition hall.
Background
The site exhibition hall is usually built above the site range, the visiting exhibition footpath is arranged above the site, the footpath is mostly a concrete foundation and is buried underground to a bearing layer, and the underground site is directly damaged or is potentially damaged.
Therefore, it is necessary to provide a suspended visiting pavement, and the visiting pavement is suspended by using the top structure of the ruin under the premise of not occupying and damaging the remains of the underground relics, so that the requirement of public visiting remains is met.
Disclosure of Invention
Therefore, the utility model aims to overcome the defects of the prior art, and provides the steel suspended pavement applied to the remains exhibition hall, which utilizes the top structure of the remains exhibition hall to hang the visiting pavement on the premise of not occupying pressure and damaging the remains of the underground relics, thereby solving the requirement of public visiting remains.
In order to realize the functions, the utility model adopts the following technical scheme: the steel suspended pavement comprises a steel structure beam frame, a pavement steel structure and a plurality of groups of slings, wherein the steel structure beam frame is arranged at the top area of the site exhibition hall, and the pavement steel structure is suspended above the site by the arranged groups of slings;
each group of slings at least comprises two main slings and two stabilizing ropes; the two main slings are used for providing vertical tension to the pavement steel structure, and the two stabilizing ropes are used for providing horizontal component force to the pavement steel structure;
the two main slings are arranged in a vertical mode, one end of each main sling is directly or indirectly connected to the steel structure beam frame, and the other end of each main sling is directly or indirectly connected to the side edge of the pavement steel structure;
the two stabilizing cables are arranged in an inclined mode, one end of each stabilizing cable is directly or indirectly connected to the steel structure beam frame, and the other end of each stabilizing cable is directly or indirectly connected to the side edge of the pavement steel structure;
each main sling is provided with at least a first upper sling lock, a first lower sling lock, a first upper sling connecting plate, a first lower sling connecting plate and a first inner stiffening plate, wherein the first inner stiffening plate is arranged on the steel structure beam frame; a first upper sling connecting plate is arranged on the steel structure beam frame at the position where the first inner stiffening plate is arranged, and the first upper sling lock head is arranged at the first upper sling connecting plate; the first lower sling connecting plate is arranged on the pavement steel structure, and the first lower sling lock head is arranged on the first lower sling connecting plate; the main sling is arranged between the first upper sling locking head and the first lower sling locking head;
each stabilizing rope is provided with at least a second upper sling lock, a second lower sling lock, a second upper sling connecting plate, a second lower sling connecting plate and a second inner stiffening plate, wherein the second inner stiffening plate is arranged on the steel structure beam frame; a second upper sling connecting plate is arranged on the steel structure beam frame at the position where the second inner stiffening plate is arranged, and the second upper sling lock head is arranged at the second upper sling connecting plate; the second lower sling connecting plate is arranged on the pavement steel structure, and the second lower sling lock head is arranged on the second lower sling connecting plate; the stabilizing rope is disposed between the second upper sling lock and the second lower sling lock.
Further, the pavement steel structure at least comprises a pavement girder and girder stiffening ribs; the girder stiffening rib is arranged on the pavement girder, and the second lower sling connecting plate is arranged on the pavement girder at the position where the girder stiffening rib is arranged.
Further, the novel pavement structure further comprises pavement stiffening ribs and pattern steel plates, wherein the pavement stiffening ribs are arranged on the pavement main beams, and the pattern steel plates are paved on the pavement stiffening ribs.
Further, the pavement structure further comprises metal net guardrails, wherein the metal net guardrails are arranged on two sides of the pavement steel structure.
Further, the distance between slings of each group is between 5 and 8 meters.
The utility model adopts the technical proposal and has the following concrete beneficial effects:
1. the steel structure beam frame is arranged at the top area of the ruin exhibition hall, and the suspended tour footway is suspended above the ruin by utilizing a plurality of groups of slings; the steel structure beam frame at the top of the ruin exhibition hall is utilized to hang the visiting sidewalk, so that the problem that the base of the visiting sidewalk in the ruin exhibition hall occupies the main body of the ruin is solved. On the premise of not occupying and damaging the relic remains, the top structure of the remains museum is used for hanging the visiting footpath, so that the requirement of public visiting remains is met.
2. The roof steel structure of the relic protection exhibition hall is utilized, and a vertical main sling is arranged to suspend the suspended tour footway above the relic. The trestle structure adopts the steel construction, avoids the trestle to contact the site, guarantees site body safety.
Drawings
In order to more clearly illustrate the embodiments of the present utility model or the technical solutions in the prior art, the drawings that are required in the embodiments or the description of the prior art will be briefly described, it being obvious that the drawings in the following description are only some embodiments of the present utility model, and that other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic view of a steel suspended pavement structure for a ruined site display house.
FIG. 2 is a schematic view of the structure of the present utility model at the point where the slings are attached to the steel structural beam;
fig. 3 is a schematic view of the structure of the sling of the present utility model at the point of attachment to the steel structure of the travelator.
In the figure: 1. a steel structure beam frame; 2. a pavement steel structure; 3. a main sling; 4. a stabilizing cable; 5. a first upper sling lock; 6. a first lower sling lock; 7. a first upper sling connection plate; 8. a first lower sling connection plate; 9. a first inner stiffening plate; 10. a second upper sling lock; 11. a second lower sling lock; 12. a second upper sling connection plate; 13. a second lower sling connection plate; 14. a second inner stiffening plate; 15. a main beam of the footpath; 16. girder stiffening ribs; 17. a pavement stiffener; 18. a patterned steel plate; 19. a metal net guardrail.
Detailed Description
Reference will now be made in detail to exemplary embodiments, examples of which are illustrated in the accompanying drawings. When the following description refers to the accompanying drawings, the same numbers in different drawings refer to the same or similar elements, unless otherwise indicated. The implementations described in the following exemplary examples do not represent all implementations consistent with the utility model. Rather, they are merely examples of apparatus and methods consistent with aspects of the utility model as detailed in the accompanying claims.
Referring to fig. 1 and 3, the present embodiment provides a steel suspended pavement applied to a site exhibition hall, which includes a steel structure beam frame 1, a pavement steel structure 2 and a plurality of groups of slings, wherein the steel structure beam frame 1 is arranged at the top area of the site exhibition hall, and the pavement steel structure 2 is suspended above the site by the plurality of groups of slings;
each group of slings comprises at least two main slings 3 and two stabilizing ropes 4; the two main slings 3 are used for providing vertical tension to the pavement steel structure 2, and the two stabilizing ropes 4 are used for providing horizontal component force to the pavement steel structure 2;
two main slings 3 are arranged in a vertical manner, one end of each main sling 3 is directly or indirectly connected to the steel structure beam frame 1, and the other end of each main sling 3 is directly or indirectly connected to the side edge of the pavement steel structure 2;
the two stabilizing cables 4 are arranged in an inclined mode, one end of each stabilizing cable 4 is directly or indirectly connected to the steel structure beam frame 1, and the other end of each stabilizing cable 4 is directly or indirectly connected to the side edge of the pavement steel structure 2;
each main sling 3 is provided with at least a first upper sling lock 5, a first lower sling lock 6, a first upper sling connecting plate 7, a first lower sling connecting plate 8 and a first inner stiffening plate 9, wherein the first inner stiffening plate 9 is arranged on the steel structure beam frame 1; a first upper sling connecting plate 7 is arranged on the steel structure beam frame 1 at the position where the first inner stiffening plate 9 is arranged, and the first upper sling lock head 5 is arranged at the first upper sling connecting plate 7; the first lower sling connecting plate 8 is arranged on the pavement steel structure 2, and the first lower sling lock 6 is arranged on the first lower sling connecting plate 8; the main sling 3 is arranged between a first upper sling locking head 5 and the first lower sling locking head 6;
each stabilizing rope 4 is provided with at least a second upper sling lock 10, a second lower sling lock 11, a second upper sling connecting plate 12, a second lower sling connecting plate 13 and a second inner stiffening plate 14, wherein the second inner stiffening plate 14 is arranged on the steel structure beam 1; a second upper sling connecting plate 12 is arranged on the steel structure beam frame 1 at the position where the second inner stiffening plate 14 is arranged, and the second upper sling lock head 10 is arranged at the second upper sling connecting plate 12; the second lower sling connecting plate 13 is arranged on the pavement steel structure 2, and the second lower sling lock 11 is arranged on the second lower sling connecting plate 13; the stabilizing rope 4 is arranged between the second upper sling locking head 10 and the second lower sling locking head 11.
As a preferred embodiment, the pavement steel structure 2 in this example comprises at least a pavement girder 15 and a girder stiffener 16; the girder stiffening rib 16 is arranged on the pavement girder 15, and the second lower sling connecting plate 13 is arranged on the pavement girder 15 at the position where the girder stiffening rib 16 is arranged.
As a preferred embodiment, the present example further comprises a pavement stiffener 17 and a patterned steel plate 18, wherein the pavement stiffener 17 is disposed on the pavement main beam 15, and the patterned steel plate 18 is laid on the pavement stiffener 17.
As a preferred embodiment, the present example further comprises a metal mesh rail 19, said metal mesh rail 19 being mounted on both sides of said pavement steel structure 2.
The suspended pavement utilizes a steel structure beam frame at the top of the roof, and is connected with the pavement steel structure through a main sling and a stabilizing rope, so that the pavement steel structure is suspended above the ground. Each group of slings consists of 2 main slings and 2 stabilizing ropes, and the distance between each two groups of slings is 5-8 meters. The main sling provides main vertical tension, and the two side stabilizing ropes provide horizontal component force to stabilize the pavement. Each sling is used for suspending the main body structure of the pavement below the roof structure through a sling lock, a lock connecting plate, a stiffening plate and the like. The hanging mode can hang a steel pavement with the width not more than 2 meters.
The steel structure beam frame is arranged at the top area of the ruin exhibition hall, and the suspended tour footway is suspended above the ruin by utilizing a plurality of groups of slings; the steel structure beam frame at the top of the ruin exhibition hall is utilized to hang the visiting sidewalk, so that the problem that the base of the visiting sidewalk in the ruin exhibition hall occupies the main body of the ruin is solved. On the premise of not occupying and damaging the relic remains, the top structure of the remains museum is used for hanging the visiting footpath, so that the requirement of public visiting remains is met. The roof steel structure of the relic protection exhibition hall is utilized, and a vertical main sling is arranged to suspend the suspended tour footway above the relic. The trestle structure adopts the steel construction, avoids the trestle to contact the site, guarantees site body safety.
While embodiments of the present utility model have been shown and described above, it will be understood that the above embodiments are illustrative and not to be construed as limiting the utility model, and that variations, modifications, alternatives, and variations of the above embodiments are included within the scope of the utility model by those of ordinary skill in the art.
Claims (5)
1. A steel suspended pavement applied to a site exhibition hall is characterized in that: the system comprises a steel structure beam frame, a pavement steel structure and a plurality of groups of slings, wherein the steel structure beam frame is arranged at the top area of a site exhibition hall, and the pavement steel structure is suspended above the site by the plurality of groups of slings;
each group of slings at least comprises two main slings and two stabilizing ropes; the two main slings are used for providing vertical tension to the pavement steel structure, and the two stabilizing ropes are used for providing horizontal component force to the pavement steel structure;
the two main slings are arranged in a vertical mode, one end of each main sling is directly or indirectly connected to the steel structure beam frame, and the other end of each main sling is directly or indirectly connected to the side edge of the pavement steel structure;
the two stabilizing cables are arranged in an inclined mode, one end of each stabilizing cable is directly or indirectly connected to the steel structure beam frame, and the other end of each stabilizing cable is directly or indirectly connected to the side edge of the pavement steel structure;
each main sling is provided with at least a first upper sling lock, a first lower sling lock, a first upper sling connecting plate, a first lower sling connecting plate and a first inner stiffening plate, wherein the first inner stiffening plate is arranged on the steel structure beam frame; a first upper sling connecting plate is arranged on the steel structure beam frame at the position where the first inner stiffening plate is arranged, and the first upper sling lock head is arranged at the first upper sling connecting plate; the first lower sling connecting plate is arranged on the pavement steel structure, and the first lower sling lock head is arranged on the first lower sling connecting plate; the main sling is arranged between the first upper sling locking head and the first lower sling locking head;
each stabilizing rope is provided with at least a second upper sling lock, a second lower sling lock, a second upper sling connecting plate, a second lower sling connecting plate and a second inner stiffening plate, wherein the second inner stiffening plate is arranged on the steel structure beam frame; a second upper sling connecting plate is arranged on the steel structure beam frame at the position where the second inner stiffening plate is arranged, and the second upper sling lock head is arranged at the second upper sling connecting plate; the second lower sling connecting plate is arranged on the pavement steel structure, and the second lower sling lock head is arranged on the second lower sling connecting plate; the stabilizing rope is disposed between the second upper sling lock and the second lower sling lock.
2. The steel suspended pavement of claim 1, wherein: the pavement steel structure at least comprises a pavement girder and girder stiffening ribs; the girder stiffening rib is arranged on the pavement girder, and the second lower sling connecting plate is arranged on the pavement girder at the position where the girder stiffening rib is arranged.
3. The steel suspended pavement of claim 2, wherein: the novel pavement structure is characterized by further comprising pavement stiffening ribs and pattern steel plates, wherein the pavement stiffening ribs are arranged on the pavement main beams, and the pattern steel plates are paved on the pavement stiffening ribs.
4. A steel suspended pavement according to any one of claims 1 to 3, characterised in that: the novel pavement structure further comprises metal net guardrails, wherein the metal net guardrails are arranged on two sides of the pavement steel structure.
5. A steel suspended pavement according to any one of claims 1 to 3, characterised in that: the distance between slings of each group is 5-8 meters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321171063.4U CN219862199U (en) | 2023-05-16 | 2023-05-16 | Steel suspended pavement applied to site exhibition hall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321171063.4U CN219862199U (en) | 2023-05-16 | 2023-05-16 | Steel suspended pavement applied to site exhibition hall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219862199U true CN219862199U (en) | 2023-10-20 |
Family
ID=88369256
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321171063.4U Active CN219862199U (en) | 2023-05-16 | 2023-05-16 | Steel suspended pavement applied to site exhibition hall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219862199U (en) |
-
2023
- 2023-05-16 CN CN202321171063.4U patent/CN219862199U/en active Active
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