Novel double-T plate bridge body

Abstract

The utility model discloses a novel double-T plate bridge body which comprises single T plates, each single T plate comprises an upper wing plate, the upper wing plates on the two adjacent single T plates arranged side by side are close to each other and form an inverted trapezoidal long-strip gap, and a long foam rod is arranged in the inverted trapezoidal long-strip gap; a cement mortar part is arranged in the inverted trapezoidal long-strip gap, the cement mortar part is located above the long foam rod, and a foaming filler is arranged in the inverted trapezoidal long-strip gap; a reinforced concrete laminated layer is arranged on the upper sides of the upper wing plates of the two adjacent single T plates arranged side by side. Compared with the prior art, the utility model has the advantages that: the construction efficiency is high: the design of the novel double-T plate bridge body considers the convenience of construction; high-performance materials such as a polyethylene foam rod and a polyurethane foaming agent are selected, and the materials have the characteristics of water resistance, corrosion resistance, wear resistance and the like, so that the service life of the bridge can be prolonged, and the frequency of maintenance and replacement can be reduced.

Description

Technical Field

[0001] The utility model relates to a double-T plate bridge body, in particular to a novel double-T plate bridge body. Background Art

[0002] Double T-plate, as a prefabricated reinforced concrete load-bearing member combining plate and beam, consists of a wide panel and two narrow and high ribs, and has been widely used in various load-bearing structures. Its design features give it good structural mechanical properties, clear force transmission path and simple geometric shape. However, when the traditional double T-plate is composed of two single T-plates, there are a series of problems that need to be solved.

[0003] First, the overall strength of the double T-plate, which is simply composed of two single T-plates, is often unsatisfactory. This structure may have insufficient performance when subjected to large loads, thus affecting the safety and stability of the structure.

[0004] Secondly, the service life of this double T plate is relatively short. Due to the limitations of material selection and structural design, it may be more susceptible to environmental factors such as corrosion, wear, etc., thus shortening its service life.

[0005] Furthermore, its earthquake resistance needs to be improved. In the face of natural disasters such as earthquakes, traditional double T-plates may show poor earthquake resistance, increasing the risk of structural damage.

[0006] Finally, from a construction perspective, the installation and construction of this double T-plate may be relatively complicated, which not only increases the difficulty of construction but may also affect the progress and cost of the project.

[0007] In summary, the market currently urgently needs a new type of double T-plate bridge body consisting of two single T-plates to solve the problems existing in the prior art, improve the overall performance of the structure, extend its service life, enhance its earthquake resistance, and simplify the construction process. Utility Model Content

[0008] The technical problem to be solved by the utility model is to overcome the defects of the above-mentioned technology and provide a novel double-T plate bridge body.

[0009] In order to solve the above technical problems, the technical solution provided by the utility model is a new type of double T-plate bridge body: comprising a single T-plate, the number of the single T-plates is two and they are arranged adjacently in parallel, the single T-plate comprises an upper wing plate, the upper wing plates on the two adjacently arranged single T-plates are close to each other and form an inverted trapezoidal long strip gap, and a long foam rod is arranged in the inverted trapezoidal long strip gap;

[0010] A cement mortar portion is provided in the inverted trapezoidal long gap, the cement mortar portion is located above the long foam rod, and a foaming filler is provided in the inverted trapezoidal long gap; a reinforced concrete laminated layer is provided on the upper side of two adjacent upper wing plates arranged in parallel on the single T-plate.

[0011] As an improvement, the extending direction of the long foam rod and the extending direction of the inverted trapezoidal long strip gap are parallel to each other.

[0012] As an improvement, the long foam rod is located in the middle of the inverted trapezoidal long gap.

[0013] As an improvement, two sides of the long foam rod are in contact with the outer sides of two adjacent upper wing plates arranged in parallel on the single T-plate.

[0014] As an improvement, the elongated foam rod is a polyethylene foam rod.

[0015] As an improvement, a steel plate is provided on the upper wing plate on the single T-plate, and the steel plate is close to the cement mortar part.

[0016] As an improvement, the foaming filler is a polyurethane foaming agent.

[0017] As an improvement, the web on the single T-plate is arranged vertically.

[0018] Compared with the prior art, the utility model has the following advantages: high construction efficiency: the design of the new double T-plate bridge body takes into account the convenience of construction, such as the use of standardized production and on-site assembly and installation, which makes the construction process more efficient and faster, thereby shortening the construction period and reducing the construction cost; good seismic performance: the new double T-plate bridge body adopts special structures and materials, such as additional steel plates and reinforced concrete laminated layers, which are helpful to improve the seismic performance of the bridge. When natural disasters such as earthquakes occur, it can effectively reduce the damage to the bridge and protect the lives and property of the people; strong durability: high-performance materials such as polyethylene foam rods and polyurethane foaming agents are selected. These materials have the characteristics of waterproof, anti-corrosion, and wear resistance, which can extend the service life of the bridge and reduce the frequency of maintenance and replacement; significant economic benefits: due to the advantages of high strength, high durability and high construction efficiency of the new double T-plate bridge body, it can save a lot of maintenance and repair costs during use, thereby improving the overall economic benefits; high structural strength: through clever structural design, the double T-plate bridge body has higher structural strength and bearing capacity. This not only meets the needs of greater loads, but also ensures the safety and stability of the bridge. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] Figure 1 This is a three-dimensional structure diagram of a new double T-plate bridge body of the utility model. Figure 1 .

[0020] Figure 2 This is a three-dimensional structure diagram of a new double T-plate bridge body of the utility model. Figure 2 .

[0021] Figure 3 It is a main structural schematic diagram of a novel double-T plate bridge body of the utility model.

[0022] Figure 4 It is a side structural schematic diagram of a novel double-T plate bridge body of the utility model.

[0023] Figure 5 yes Figure 1 Schematic diagram of the local enlarged structure at point A in the middle. DETAILED DESCRIPTION

[0024] In order to make the purpose, technical scheme and advantages of the embodiments of the utility model clearer, the technical scheme in the embodiments of the utility model will be clearly and completely described below in conjunction with the drawings in the embodiments of the utility model. Obviously, the described embodiments are part of the embodiments of the utility model, not all of the embodiments. Generally, the components of the embodiments of the utility model described and shown in the drawings here can be arranged and designed in various different configurations.

[0025] In the description of the embodiments of the present utility model, it should be noted that if the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inside", "outside", etc. indicate an orientation or position relationship based on the orientation or position relationship shown in the accompanying drawings, or the orientation or position relationship in which the utility model product is usually placed when in use, it is only for the convenience of describing the utility model and simplifying the description, and does not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation on the present utility model. In addition, the terms "first", "second", "third", etc. are only used to distinguish the description, and cannot be understood as indicating or implying relative importance.

[0026] In addition, the terms "horizontal", "vertical", "overhanging" and the like do not mean that the components must be absolutely horizontal or overhanging, but can be slightly tilted. For example, "horizontal" only means that its direction is more horizontal than "vertical", and does not mean that the structure must be completely horizontal, but can be slightly tilted.

[0027] In the description of the embodiments of the present invention, "multiple" means at least 2.

[0028] In the description of the embodiments of the present utility model, it is also necessary to explain that, unless otherwise clearly specified and limited, the terms "set", "install", "connect", and "connect" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, or it can be indirectly connected through an intermediate medium, or it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in the present utility model can be understood according to specific circumstances.

[0029] In conjunction with the accompanying drawings, a novel double T-plate bridge body includes a single T-plate 101, wherein the number of the single T-plates 101 is two and they are arranged adjacently in parallel, wherein the single T-plate 101 includes an upper wing plate 102, wherein the upper wing plates 102 on the two adjacently arranged single T-plates 101 are close to each other and form an inverted trapezoidal strip gap 103, wherein a long foam rod 104 is arranged in the inverted trapezoidal strip gap 103; wherein the extension direction of the long foam rod 104 is parallel to the extension direction of the inverted trapezoidal strip gap 103, wherein ... Located in the middle of the inverted trapezoidal long gap 103, the two sides of the long foam rod 104 are in contact with the outer sides of the two adjacent upper wing plates 102 on the single T-board 101 arranged in parallel; a cement mortar part 105 is provided in the inverted trapezoidal long gap 103, and the cement mortar part 105 is located above the long foam rod 104, and a foaming filler 106 is provided in the inverted trapezoidal long gap 103; a steel plate 107 is provided on the upper wing plate 102 on the single T-board 101, and the steel plate 107 is close to the cement mortar part 105.

[0030] A reinforced concrete laminated layer 108 is provided on the upper side of the upper wing plates 102 on the two adjacently arranged single T plates 101;

[0031] The long foam rod 104 is a polyethylene foam rod; waterproof and heat-insulating: the polyethylene foam rod has good waterproof and heat-insulating properties. In projects such as concrete, it can be used to fill gaps to prevent moisture from penetrating through these gaps, ensuring the dryness and heat-insulating effect of the project. High wear resistance and impact strength: this allows the polyethylene foam rod to withstand certain wear and impact after filling the gap, maintaining the sealing and stability of the gap. Good self-lubrication and extremely low water absorption: these two characteristics allow the polyethylene foam rod to enter the gap more smoothly when filling the gap, and will not cause performance degradation due to water absorption during use. Chemically stable, light and soft: these characteristics allow the polyethylene foam rod to adapt to various complex gap shapes while maintaining the stability of its chemical properties and will not react adversely with surrounding materials. Good heat preservation, heat insulation and resilience: these characteristics of the polyethylene foam rod enable it to effectively maintain the temperature stability of the gap after filling the gap, and have good resilience and can adapt to slight changes in the gap. Chemical and Aging Resistance: This allows the polyethylene foam rod to resist chemical corrosion and aging during long-term use, maintaining its performance and lifespan.

[0032] The foaming filler 106 is a polyurethane foaming agent. Sealing and plugging leaks: The polyurethane foaming agent forms foams in the gaps. These foams have strong adhesion and can effectively seal the gaps to prevent gas, moisture or other external substances from penetrating through the gaps, thereby playing a role in sealing and plugging leaks. Bonding and fixing: The foam formed by the foaming agent not only fills the gaps, but also can firmly bond with the materials on both sides of the gaps to provide stable support and fixing effects. This is very important for building structures, decorative materials, etc. that need to be connected or fixed. Sound absorption and shock absorption: Foam materials have certain sound absorption and shock absorption capabilities. After filling the gaps, it can reduce the spread of noise, improve the acoustic performance of the building, and at the same time reduce the impact of vibration on the building to a certain extent. Strong durability: The foam formed by the polyurethane foaming agent has a service life of not less than ten years under normal conditions of use. This means that it can maintain stable performance over a long period of time and provide lasting protection for the building.

[0033] The web 109 on the single T-plate 101 is arranged vertically.

[0034] The main functions of the steel plate in the double T-plate of the bridge include the following: Enhance structural strength: As an important structural component in the double T-plate, the steel plate can significantly increase the overall strength of the double T-plate. Through close integration with concrete, the steel plate can effectively improve the bearing capacity of the bridge and ensure the stability and safety of the bridge under various loads; Improve durability: The steel plate has high corrosion resistance and durability, and can maintain its performance under harsh environmental conditions. The use of steel plates in the double T-plate of the bridge can extend the service life of the bridge and reduce the frequency of maintenance and replacement; Optimize construction efficiency: The prefabrication and standardized production of steel plates can greatly improve construction efficiency. In bridge construction, the use of prefabricated double T-plates (including steel plates) can shorten the construction period, reduce on-site pouring and maintenance time, and thus realize the rapidity of the project; Improve seismic performance: The steel plate has good ductility and toughness, and can absorb and disperse energy in natural disasters such as earthquakes. Adding steel plates to the double T-plate of the bridge can improve the seismic performance of the bridge and reduce the damage to the bridge caused by earthquakes.

[0035] The bridge body is mainly composed of two adjacent and parallel single T-plates 101 to form a main structure of a double T-plate. Each single T-plate 101 includes an upper wing plate 102 and a vertically arranged web plate 109.

[0036] Between two adjacent single T-plates 101, their upper wing plates 102 are close to each other and form an inverted trapezoidal strip gap 103. This gap is designed to accommodate the possible deformation of the bridge body during use and ensure the overall stability of the bridge body.

[0037] First, a long foam rod 104 is arranged in the inverted trapezoidal strip gap 103. The foam rod is made of polyethylene material, and has the characteristics of good waterproof and heat insulation performance, wear resistance, impact resistance, self-lubrication, low water absorption, chemical stability, and good heat preservation, heat insulation, and resilience. The extension direction of the long foam rod 104 is parallel to the extension direction of the inverted trapezoidal strip gap 103, and is located in the middle of the gap. Its two sides are in close contact with the outer sides of the upper wing plates 102 on the two adjacent single T-plates 101, playing a role of filling and supporting.

[0038] The elongated foam rod 104 is filled with a cement mortar portion 105. The cement mortar portion 105 can further enhance the stability of the gap and form a good combination with the upper wing plate 102 and the elongated foam rod 104.

[0039] In addition to the cement mortar portion 105, a foam filler 106 is also provided in the inverted trapezoidal strip gap 103. The foam filler is made of polyurethane material and has the characteristics of sealing and plugging, bonding and fixing, sound absorption and shock reduction, and strong durability. It can completely fill the gap and firmly bond with the materials on both sides of the gap, providing additional stability and protection for the bridge body.

[0040] A steel plate 107 is also provided above the upper wing plate 102. The steel plate 107 is close to the cement mortar portion 105 and is closely combined with the concrete to significantly enhance the overall strength and bearing capacity of the double T-plate. At the same time, the steel plate also has good durability and seismic resistance, which can extend the service life of the bridge and improve its safety in natural disasters such as earthquakes.

[0041] Finally, a reinforced concrete laminate layer 108 is provided on the upper side of the upper wing plates 102 of the two adjacent and parallel single T plates 101. This laminate layer can further enhance the overall rigidity and bearing capacity of the bridge body, and ensure the stability and safety of the bridge under various loads.

[0042] In summary, this new type of double-T plate bridge body achieves high strength, high stability, high durability and good seismic resistance through ingenious structural design and high-quality material selection, providing strong support for modern bridge construction.

[0043] High construction efficiency: The design of the new double-T plate bridge takes into account the convenience of construction, such as the use of standardized production and on-site assembly and installation, which makes the construction process more efficient and faster, thereby shortening the construction period and reducing construction costs.

[0044] Good seismic performance: The new double-T slab bridge adopts special structures and materials, such as additional steel plates and reinforced concrete laminated layers, which help to improve the seismic performance of the bridge. When natural disasters such as earthquakes occur, it can effectively reduce the damage to the bridge and protect people's lives and property.

[0045] Strong durability: High-performance materials are selected, such as polyethylene foam rods, polyurethane foaming agents, etc. These materials have the characteristics of waterproof, anti-corrosion and wear-resistant, which can extend the service life of the bridge and reduce the frequency of maintenance and replacement.

[0046] Significant economic benefits: Since the new double-T plate bridge has the advantages of high strength, high durability and high construction efficiency, it can save a lot of maintenance and repair costs during use, thereby improving the overall economic benefits.

[0047] High structural strength: Through ingenious structural design, the double T-plate bridge has higher structural strength and load-bearing capacity. This not only meets the needs of greater loads, but also ensures the safety and stability of the bridge.

[0048] The above description of the utility model and its implementation methods is not restrictive. The drawings show only one implementation method of the utility model, and the actual structure is not limited thereto. In short, if ordinary technicians in this field are inspired by it and design structural methods and embodiments similar to the technical solution without creativity without departing from the purpose of the invention of the utility model, they should all fall within the protection scope of the utility model.

Claims

1. A new type of double T-plate bridge body, characterized by: It comprises a single T-board (101), wherein the number of the single T-boards (101) is two and they are arranged adjacently in parallel, the single T-board (101) comprises an upper wing board (102), the two upper wing boards (102) on the single T-boards (101) arranged adjacently in parallel are close to each other and form an inverted trapezoidal long strip gap (103), and a long foam rod (104) is arranged in the inverted trapezoidal long strip gap (103); A cement mortar portion (105) is provided in the inverted trapezoidal long gap (103), and the cement mortar portion (105) is located above the long foam rod (104). A foaming filler (106) is provided in the inverted trapezoidal long gap (103); and a reinforced concrete laminated layer (108) is provided on the upper side of two adjacent upper wing plates (102) arranged in parallel on the single T-plate (101).

2. According to claim 1, the novel double T-plate bridge body is characterized in that: The extending direction of the long foam rod (104) and the extending direction of the inverted trapezoidal long strip gap (103) are parallel to each other.

3. A novel double T-plate bridge body according to claim 2, characterized in that: The long foam rod (104) is located in the middle of the inverted trapezoidal long gap (103).

4. The novel double T-plate bridge body according to claim 3 is characterized in that: Both sides of the long foam rod (104) are in contact with the outer sides of two adjacent upper wing plates (102) arranged in parallel on the single T-plate (101).

5. The novel double-T plate bridge body according to claim 4 is characterized in that: The elongated foam rod (104) is a polyethylene foam rod.

6. The novel double T-plate bridge body according to claim 1 is characterized in that: A steel plate (107) is provided on the upper wing plate (102) on the single T plate (101), and the steel plate (107) is close to the cement mortar part (105).

7. The novel double-T plate bridge body according to claim 1 is characterized in that: The foaming filler (106) is a polyurethane foaming agent.

8. The novel double-T plate bridge body according to claim 1 is characterized in that: The web (109) on the single T-plate (101) is arranged vertically.

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