Vehicle glass bridge deck

Abstract

The utility model relates to the technical field of bridge equipment, and discloses a vehicle glass bridge deck which comprises a framework and a composite glass panel arranged on the framework. The framework comprises a plurality of cross beams and a plurality of longitudinal beams, and the cross beams and the longitudinal beams are connected and staggered to form a grid type framework; the plurality of composite glass panels are distributed at each grid of the grid type framework; the composite glass panel comprises a first glass layer, a first PVB layer, a second glass layer, a second PVB layer and a third glass layer which are arranged in sequence; and the composite glass panel is connected with the framework through a rubber support. According to the utility model, the driving load requirement of a vehicle can be met, and the light transmission, the economical efficiency and the safety can be considered.

Description

Technical Field

[0001] This utility model relates to the field of bridge equipment technology, specifically to a vehicular glass bridge deck. Background Technology

[0002] In architectural structures, glass is highly favored due to its unique transparency and aesthetic appeal. However, traditional single-layer ordinary glass panels suffer from low out-of-plane bending strength, significant brittle fracture, and poor robustness, making it difficult to meet safety requirements and severely limiting its application in construction. While laminated glass has mitigated these shortcomings to some extent and has been widely used in high-rise buildings and critical structures, it faces new challenges in the specific scenario of bridge deck glass panels.

[0003] Unlike glass curtain walls, bridge deck glass panels, in addition to ensuring light transmission and aesthetics, must also withstand their own weight, pedestrian loads, and various loads such as wind and snow. This undoubtedly places higher demands on the safety, stability, and durability of the glass panels, and their stress analysis differs significantly from that of ordinary architectural glass. When glass is used as a load-bearing structural unit for a long period under horizontal installation conditions, both design and manufacturing face unprecedented challenges.

[0004] Currently, most common glass bridge deck designs employ a combination of multiple layers of tempered glass panels, forming a "sandwich" structure. This structure enhances the integrity of the laminated glass components to a certain extent, improves the overall load-bearing capacity, and can even retain glass fragments after the glass layers break, maintaining a certain residual load-bearing capacity. However, it is undeniable that current research on glass bridge decks primarily focuses on pedestrian bridges, mainly considering only pedestrian loads, with relatively little research on vehicular glass bridge decks. Due to the lack of corresponding design specifications, the widespread application of this structural form has encountered serious obstacles, and has even created safety hazards in some applications. Furthermore, existing design methods and specifications mainly focus on the bending performance of glass panels under uniformly distributed loads, with insufficient exploration of the bending performance of multi-layer laminated glass panels under concentrated loads, and related calculation methods are also extremely scarce.

[0005] Therefore, the current state of glass bridge decks, especially vehicular glass bridge decks, is not optimistic. Utility Model Content

[0006] The present invention aims to provide a vehicle-mounted glass bridge panel that can meet the vehicle driving load requirements while taking into account light transmittance, economy and safety.

[0007] The basic solution provided by this utility model is as follows: a vehicular glass bridge panel, including a frame and composite glass panels disposed on the frame; the frame includes multiple crossbeams and multiple longitudinal beams, and the crossbeams and longitudinal beams are connected and interlaced to form a grid-type frame; multiple composite glass panels are provided and distributed at each grid of the grid-type frame; the composite glass panels include a first glass layer, a first PVB layer, a second glass layer, a second PVB layer and a third glass layer arranged in sequence; the composite glass panels are connected to the frame by rubber supports.

[0008] Furthermore, an anchor plate is fixedly connected at the connection node between the crossbeam and the longitudinal beam.

[0009] Furthermore, the frame is mounted on a support beam; the support beam is a concrete support beam.

[0010] Furthermore, the anchor plate is fastened to the concrete support beam by bolts or chemical anchors.

[0011] Furthermore, it also includes a beam top cover plate; the beam top cover plate is disposed on the composite glass panel and is fastened to the composite glass panel by sealant.

[0012] Furthermore, the top cover plate of the beam is in the shape of an I-beam or a long strip.

[0013] Furthermore, the beam top cover plate is also securely connected to the frame.

[0014] Furthermore, the top cover plate of the beam is provided with water passage holes.

[0015] Furthermore, the height of the rubber support is 3–10 mm.

[0016] Furthermore, the first glass layer, the second glass layer, and the third glass layer are all made of light-transmitting tempered glass with a thickness of 12-14 mm; the thickness of the first PVB layer and the second PVB layer is 1.56-2 mm.

[0017] The working principle and advantages of this utility model are as follows:

[0018] This utility model discloses a glass bridge deck for vehicles, which can meet the load requirements of vehicle traffic while balancing light transmittance, economy, and safety, thus meeting the needs of practical engineering projects. The key points are:

[0019] First, this design employs a three-layer composite glass panel structure, possessing high load-bearing capacity. It effectively withstands the wheel pressure of vehicles and the dynamic effects of vehicle movement, ensuring driving stability. The middle PVB layer has excellent adhesion; even if the glass breaks under impact, the PVB layer can hold the glass fragments together, preventing them from flying and injuring people, thus improving the safety of the glass bridge. Simultaneously, the PVB layer has good transparency, not significantly affecting the light transmittance of the glass, ensuring a good visual effect for the glass bridge, allowing pedestrians to clearly appreciate the scenery below, enhancing both the bridge's practicality and aesthetics.

[0020] Secondly, the application of this solution has certain energy-saving benefits. Compared with traditional concrete driveways, this solution not only reduces the weight of the bridge, but also saves electricity during the day by utilizing the transparency of the glass panels, reducing the probability of traffic accidents caused by insufficient light. Furthermore, this solution is easier to construct, has a faster construction speed, and lower long-term operating costs.

[0021] Third, this design incorporates a beam top cover plate, secured with sealant; this provides excellent coverage for the anchor plate and concrete beam under the glass, ensuring the overall structural airtightness and enhancing the bridge's aesthetics and waterproofing. Attached Figure Description

[0022] Figure 1 This is a schematic diagram illustrating the installation of a composite glass panel according to an embodiment of the present invention for a vehicle-mounted glass bridge panel.

[0023] Figure 2 This is a schematic diagram of the skeleton structure of an embodiment of a vehicle glass bridge deck according to the present invention;

[0024] Figure 3 This is a schematic diagram of the skeleton installation structure of an embodiment of a vehicle glass bridge panel according to the present invention;

[0025] Figure 4 This is a schematic diagram of the anchor plate structure of an embodiment of a vehicle glass bridge deck according to the present invention;

[0026] Figure 5 This is a schematic diagram of the anchor plate installation of an embodiment of a vehicle glass bridge panel according to the present invention;

[0027] Figure 6 This is a schematic diagram of the I-beam top cover plate structure of an embodiment of a vehicle glass bridge deck according to the present invention;

[0028] Figure 7 This is a schematic diagram of the elongated beam top cover plate structure of an embodiment of a vehicle glass bridge deck according to the present invention;

[0029] Figure 8This is a schematic diagram of the fixing of the elongated beam top cover plate in an embodiment of the vehicle glass bridge deck of this utility model;

[0030] Figure 9 This is a schematic diagram of the anti-slip texture on the upper surface of the elongated beam top cover plate of an embodiment of the vehicle glass bridge deck of this utility model;

[0031] Figure 10 This is a schematic diagram of the water passage hole in an embodiment of a vehicle glass bridge panel according to the present invention.

[0032] The markings in the accompanying drawings include: support beam 1, crossbeam 2, longitudinal beam 3, anchor plate 4, composite glass panel 5, first glass layer 501, first PVB layer 502, second glass layer 503, second PVB layer 504, third glass layer 505, bolt 6, rubber support 7, chemical anchor 8, beam top cover plate 9, sealant 10, and water passage hole 11. Detailed Implementation

[0033] The following detailed explanation illustrates the specific implementation methods:

[0034] The basic implementation examples are as follows: Figure 1 As shown: A vehicular glass bridge deck includes a beam top cover plate 9, a frame, and a composite glass panel 5 disposed on the frame.

[0035] like Figure 2 and Figure 3 As shown, the skeleton is mounted on the support beam 1, which is a concrete support beam 1. The skeleton includes multiple horizontal beams 2 and multiple vertical beams 3, and the horizontal beams 2 and vertical beams 3 are connected and interlaced to form a grid-type skeleton; multiple composite glass panels 5 are provided and distributed at each grid of the grid-type skeleton. In this embodiment, both the horizontal beams 2 and the vertical beams 3 are made of rectangular steel pipes and are fixedly connected by welding or prefabrication to form a grid-type steel skeleton structure, which has strong stability. In practical applications, the support beam 1 serves as the basic load-bearing structure of the bridge. When the skeleton is set on the support beam 1, the height of the skeleton can be adjusted to create a certain slope for the foundation of the bridge panel, thereby providing an installation foundation with a drainage slope for the composite glass panel 5, which facilitates the formation of a drainage slope, avoids water accumulation, and helps ensure structural safety.

[0036] The composite glass panel 5 comprises a first glass layer 501, a first PVB layer 502, a second glass layer 503, a second PVB layer 504, and a third glass layer 505 arranged sequentially. The first glass layer 501, the second glass layer 503, and the third glass layer 505 are all made of translucent tempered glass with a thickness of 12-14 mm. The first PVB layer 502 and the second PVB layer 504 are both 1.56-2 mm thick. The composite glass panel 5 is connected to the frame via rubber supports 7. The rubber supports 7 have a height of 3-10 mm, providing sufficient elasticity and sealing to effectively buffer the vibration and deformation of the glass panel under load, reducing glass fatigue damage caused by vibration and extending the glass's service life. In this embodiment, the translucent tempered glass used is existing tempered glass that meets the relevant requirements for floor glass in the "Technical Specification for Application of Architectural Glass" (JGJ113-2015).

[0037] An anchor plate 4 is fixedly connected at the connection node between the crossbeam 2 and the longitudinal beam 3. Specifically, as shown... Figure 4 and Figure 5 As shown, the anchor plate 4 is fastened to the concrete support beam 1 by bolts 6 or chemical anchors 8. Specifically, the bolts 6 can be existing high-strength large hexagonal head bolts 6; the chemical anchors 8 are installed using the existing drill-and-weld method (i.e., the bolt is glued and fixed in the drilled hole of the concrete substrate by a special chemical adhesive to achieve anchoring), which can effectively anchor the anchor plate 4 and further strengthen the skeleton structure.

[0038] The beam top cover plate 9 is mounted on the composite glass panel 5 and is securely connected to the composite glass panel 5 using sealant 10. Specifically, the beam top cover plate 9 is arranged along the four sides of the composite glass panel 5 and is securely connected to the frame using bolts 6. The beam top cover plate 9 is I-shaped or elongated, such as... Figure 6 , Figure 7 and Figure 8 As shown. The beam top cover plate 9 further secures the position of the composite glass panel 5, ensuring the stability of the bridge deck structure. Furthermore, sealant 10 is filled between the glass layers of the composite glass panel 5 to fill the gaps between the glass layers and ensure the structure's airtightness. Specifically, the beam top cover plate 9 is made of steel or hard plastic, possessing good load-bearing capacity. The beam top cover plate 9 is provided with drainage holes 11 to facilitate drainage, such as... Figure 10 As shown.

[0039] Preferably, such as Figure 9 As shown, the upper surface of the beam top cover plate 9 is provided with anti-slip texture, which helps to prevent the vehicle from slipping.

[0040] The vehicular glass bridge panel provided in this embodiment can meet the vehicle driving load requirements and take into account light transmittance, economy and safety.

[0041] The above descriptions are merely embodiments of this utility model. Commonly known structures and characteristics are not described in detail here. Those skilled in the art are aware of all common technical knowledge in the field prior to the application date or priority date, are knowledgeable of all existing technologies in that field, and possess the ability to apply conventional experimental methods prior to that date. Therefore, those skilled in the art can, based on the guidance provided in this application, improve and implement this solution in conjunction with their own capabilities. Typical known structures or methods should not be obstacles for those skilled in the art to implement this application. It should be noted that those skilled in the art can make several modifications and improvements without departing from the structure of this utility model. These modifications and improvements should also be considered within the scope of protection of this utility model, and will not affect the effectiveness of the implementation of this utility model or the practicality of the patent.

Claims

1. A vehicular glass bridge panel, characterized by, The skeleton comprises a plurality of cross beams and a plurality of longitudinal beams, and the cross beams and the longitudinal beams are connected and staggered to form a grid type skeleton; the composite glass panels are arranged at each grid of the grid type skeleton; the composite glass panel comprises a first glass layer, a first PVB layer, a second glass layer, a second PVB layer and a third glass layer arranged in sequence; and the composite glass panel is connected with the skeleton through rubber supports.

2. A vehicular glass bridge panel according to claim 1, wherein An anchor plate is fixedly connected at a connecting joint of the cross beam and the longitudinal beam.

3. A vehicular glass bridge panel according to claim 2, wherein, The skeleton is arranged on a support beam; and the support beam is a concrete support beam.

4. A vehicular glass bridge panel according to claim 3, wherein The anchor plate is fastened and connected with the concrete support beam through bolts or chemical anchors.

5. A vehicular glass bridge panel according to claim 1, wherein A beam top cover plate is further arranged; the beam top cover plate is arranged on the composite glass panel and fastened and connected with the composite glass panel through sealing glue.

6. A vehicular glass bridge panel according to claim 5, wherein, The beam top cover plate is in the shape of an I-beam or a long strip.

7. A vehicular glass bridge panel according to claim 5, wherein The beam top cover plate is further fastened and connected with the skeleton.

8. A vehicular glass bridge panel according to claim 5, wherein, A water passing hole is arranged on the beam top cover plate.

9. A vehicular glass bridge panel according to claim 1, wherein, The height of the rubber support is 3-10 mm.

10. A vehicular glass bridge panel according to claim 1, wherein The first glass layer, the second glass layer and the third glass layer are all made of light-transmitting tempered glass with a thickness of 12-14 mm; and the thickness of the first PVB layer and the second PVB layer is 1.56-2 mm.

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