Recyclable high-performance multi-rib prestress assembly type road plate
By adopting multi-rib prestressed structure and pre-embedded steel plate design in the road plate, the problem of insufficient stability of prefabricated road plates in soft soil areas is solved, the stiffness and load-bearing capacity of the road plates are improved, the construction process is simplified, and the construction process is suitable for Temporary road paving in soft soil areas.
Patent Information
- Application Number
- CN202421070944.1
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-05-16
- Publication Date
- 2024-12-27
- Estimated Expiration
- 2034-05-16
AI Technical Summary
The existing prefabricated road slabs lack stability in soft soil areas, resulting in uneven load distribution, affecting their performance and stability, and cannot be suitable for special soft soil roadbed areas.
A high-performance multi-rib prestressed prefabricated road panel was designed, using two rib beams and several stirrups. The prestressed bar and distributed bar are distributed vertically and evenly, combining a double-layer bidirectional steel mesh and a pre-embedded steel plate, through connecting bolts and The connecting steel plate is connected to achieve a fixed connection, and a round steel lifting ring and lifting ring reinforcement are installed in the main body of the road plate to increase overall stiffness and stability.
It improves the overall stiffness and load-bearing capacity of the road slabs, reduces the risk of cracks during transportation, solves the settlement problem in soft soil areas, simplifies the installation and dismantling process, and improves construction efficiency.
Smart Images

Figure CN222251581U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of road plates, in particular to a high-performance multi-rib prestressed assembled road plate which can be recycled. Background Art
[0002] Most of the temporary roads on construction sites in my country use cast-in-place reinforced concrete pavement. At the end of the project, the site pavement needs to be broken up, which wastes manpower and financial resources, generates a large amount of construction waste, and increases environmental pollution. Therefore, prefabricated temporary road slabs came into being.
[0003] However, due to the lack of foundation stability of soft soil roadbed, it may not provide sufficient support in the vertical direction; lack of sufficient stability in the lateral direction, the roadbed is very likely to settle or deform, resulting in uneven load distribution of existing temporary road slabs, which in turn affects their performance and stability; therefore, existing prefabricated road slabs are not suitable for special soft soil areas. To this end, we provide a prefabricated, recyclable, high-performance multi-rib prestressed prefabricated road slab suitable for use in soft soil roadbed areas. Utility Model Content
[0004] In view of the deficiencies in the prior art, the utility model provides a high-performance multi-rib prestressed assembled road slab that can be recycled.
[0005] The embodiment of the utility model provides a recyclable high-performance multi-rib prestressed assembled road slab, comprising:
[0006] The road slab body has two ribs at the lower part, a plurality of stirrups are arranged in the ribs, the lower part of the road slab body is provided with prestressed tendons and distribution tendons, the prestressed tendons and distribution tendons are vertically and evenly distributed, the arrangement direction of the prestressed tendons is perpendicular to the driving direction, and the upper part of the road slab body is provided with a double-layer bidirectional steel mesh.
[0007] Furthermore, embedded steel plates are provided at both ends and both sides of the road plate body, connecting bolts are welded in the embedded steel plates, connecting steel plates are sleeved on the connecting bolts, and two holes are formed on the connecting steel plates, which are matched with the connecting bolts.
[0008] Furthermore, a round steel lifting ring is provided in the road slab body, the upper end of the round steel lifting ring is sleeved in a double-layer bidirectional steel mesh, the lower end of the round steel lifting ring is clamped between the prestressed tendons and the distribution tendons, and a lifting ring reinforcement rib is provided in the road slab body, and the lifting ring reinforcement rib is fixedly connected to the round steel lifting ring.
[0009] Furthermore, a plurality of upper steel bars are arranged at the inner top of the stirrup, and a plurality of lower steel bars are arranged at the inner bottom of the stirrup.
[0010] Furthermore, hanging holes are provided through the four corners of the road plate body, and the dimensions of the four hanging holes are 100 mm×100 mm×70 mm.
[0011] Furthermore, anti-collision angle steels are arranged at the four corners of the road plate body, and the thickness of the anti-collision angle steels is 5 mm.
[0012] Compared with the prior art, the utility model has the following beneficial effects:
[0013] 1. The utility model arranges rib beams in a direction perpendicular to the prestressed tendons, which is beneficial to improving the overall stiffness of the road plate body, can reduce the thickness of the road plate body surface layer, reduce the weight of the road plate body, effectively solve the problem of cracks in the road plate body during transportation, and can improve the bearing capacity of the road plate body. Through the rib beams, the overall stiffness of the road plate body can be increased to solve the settlement problem in soft soil areas.
[0014] 2. Connecting steel plates and connecting bolts are set. The two holes on the multiple connecting steel plates are sequentially set on the corresponding two connecting bolts, and then tightened by nuts to fix the connection between the road plate bodies. The installation operation is simple and convenient, and it is easy to carry out construction.
[0015] In summary, the utility model effectively solves the problem of cracks in the road slab body during transportation, can improve the bearing capacity of the road slab body, solves the settlement problem in soft soil areas, and can be easily installed and disassembled, making construction easier. BRIEF DESCRIPTION OF THE DRAWINGS
[0016] Figure 1 It is a plan view of a recyclable high-performance multi-rib prestressed assembled road slab described in an embodiment of the utility model.
[0017] Figure 2 It is a side schematic diagram of a recyclable high-performance multi-rib prestressed assembled road slab described in an embodiment of the utility model.
[0018] Figure 3 This is an AA section reinforcement diagram of a recyclable high-performance multi-rib prestressed assembled road slab described in an embodiment of the utility model.
[0019] Figure 4 It is a schematic diagram of the longitudinal and transverse connections of a recyclable high-performance multi-rib prestressed assembled road slab described in an embodiment of the utility model.
[0020] Figure 5 It is a schematic diagram of laying a recyclable high-performance multi-rib prestressed assembled road slab described in an embodiment of the utility model.
[0021] In the above drawings: 1 road slab body, 2 lifting holes, 3 anti-collision angle steel, 4 rib beam, 5 connecting bolts, 6 embedded steel plate, 7 prestressed tendons, 8 distribution tendons, 9 double-layer bidirectional steel mesh, 10 upper steel bars, 11 round steel lifting rings, 12 stirrups, 13 lower steel bars, 14 lifting ring reinforcement, 15 connecting steel plate. DETAILED DESCRIPTION
[0022] The technical solution of the present utility model is further described below in conjunction with the accompanying drawings and embodiments.
[0023] like Figure 1-Figure 5 As shown, the embodiment of the utility model provides a recyclable high-performance multi-rib prestressed assembled road slab, comprising:
[0024] The road slab body 1 has a size of 4000mm×3000mm×150mm and is made of C45 concrete. Two rib beams 4 are provided at the lower part of the road slab body 1. The size of the rib beam 4 is 200mm×200mm. A plurality of stirrups 12 are provided in the rib beam 4. A plurality of upper steel bars 10 are provided at the inner top of the stirrup 12. A plurality of lower steel bars 13 are provided at the inner bottom of the stirrup 12. The upper steel bars 10 and the lower steel bars 13 are made of C14 steel bars, and the stirrup 12 is made of C8 steel bars.
[0025] The lower part of the road slab body 1 is provided with prestressed tendons 7 and distribution tendons 8, which are evenly distributed vertically. The prestressed tendons 7 are Φ H 6 stress-relieving spiral rib steel wire, the tension control stress is 0.7fptk, the arrangement direction of the prestressed tendons 7 is perpendicular to the driving direction, the upper part of the road plate body 1 is configured with a double-layer bidirectional steel mesh 9, the double-layer bidirectional steel mesh 9 and the distribution bars 8 are both made of C12 steel bars, and the prestressed tendons 7 arranged in a direction perpendicular to the two rib beams 4 can increase the overall stiffness of the road plate body 1;
[0026] Lifting holes 2 are provided through the four corners of the road slab body 1. The size of the lifting holes 2 is 100 mm×100 mm×70 mm. The lifting holes 2 can facilitate lifting and paving.
[0027] Anti-collision angle steels 3 are arranged at the four corners of the road plate body 1. The anti-collision angle steels 3 are made of 5# angle steel with a thickness of 5mm. The anti-collision angle steels 3 can buffer the road plate body 1 and prevent the four corners of the road plate body 1 from being damaged during lifting and use.
[0028] Both ends and both sides of the road plate body 1 are provided with embedded steel plates 6, the size of the embedded steel plates 6 is 100mm×100mm×10mm, and connecting bolts 5 are welded inside the embedded steel plates 6. The connecting bolts 5 are M30 bolts. A connecting steel plate 15 is sleeved on the connecting bolts 5. The size of the connecting steel plate 15 is 210mm×80mm×20mm. Two 38mm holes are opened on the connecting steel plate 15, and the holes are matched with the connecting bolts 5;
[0029] When laying the road slab body 1, first insert the two holes on the multiple connecting steel plates 15 into the corresponding two connecting bolts 5 in sequence, and fix them with nuts, so that the multiple road slab bodies 1 are connected as a whole, and finally fill the joints and seams with mortar;
[0030] A round steel lifting ring 11 is provided in the road plate body 1, the upper end of the round steel lifting ring 11 is sleeved in the double-layer bidirectional steel mesh 9, and the lower end of the round steel lifting ring 11 is clamped between the prestressed tendons 7 and the distribution tendons 8. A lifting ring reinforcement rib 14 is provided in the road plate body 1, and the lifting ring reinforcement rib 14 is fixedly connected to the round steel lifting ring 11. The round steel lifting ring 11 adopts a φ20 round steel lifting ring 11, and the lifting ring reinforcement rib 14 adopts C12 with a length of 500mm;
[0031] The utility model has significant advantages. The rib beam 4 is arranged in a direction perpendicular to the prestressed tendons 7, which can effectively improve the rigidity of the road plate body 1, help reduce the thickness of the road plate body 1, reduce the deadweight, and achieve dual guarantees of quality and cost; the utility model is completely prefabricated and easy to connect, which greatly improves the construction efficiency; therefore, the utility model has significant economic benefits and is worthy of wide promotion, especially suitable for the laying of temporary roads in soft soil areas.
[0032] Finally, it should be noted that the above embodiments are only used to illustrate the technical solution of the utility model rather than to limit it. Although the utility model has been described in detail with reference to the preferred embodiments, ordinary technicians in the field should understand that the technical solution of the utility model can be modified or replaced by equivalents without departing from the purpose and scope of the technical solution of the utility model, which should be included in the scope of the claims of the utility model.
Claims
1. A recyclable high-performance multi-rib prestressed assembled road slab, characterized in that: include: A road slab body (1), wherein the lower part of the road slab body (1) is provided with two rib beams (4), wherein a plurality of stirrups (12) are arranged in the rib beams (4), and the lower part of the road slab body (1) is provided with prestressed tendons (7) and distribution tendons (8), wherein the prestressed tendons (7) and distribution tendons (8) are vertically and evenly distributed, and the arrangement direction of the prestressed tendons (7) is perpendicular to the driving direction, and the upper part of the road slab body (1) is provided with a double-layer bidirectional steel mesh (9).
2. The recyclable high-performance multi-rib prestressed assembled road slab according to claim 1 is characterized in that: in: Embedded steel plates (6) are provided at both ends and both sides of the road slab body (1), connecting bolts (5) are welded inside the embedded steel plates (6), a connecting steel plate (15) is sleeved on the connecting bolts (5), and two holes are provided on the connecting steel plate (15), and the holes are arranged in cooperation with the connecting bolts (5).
3. The recyclable high-performance multi-rib prestressed assembled road slab according to claim 1 is characterized in that: in: A round steel lifting ring (11) is arranged in the road slab body (1), the upper end of the round steel lifting ring (11) is sleeved in a double-layer bidirectional steel mesh (9), the lower end of the round steel lifting ring (11) is clamped between the prestressed tendons (7) and the distribution tendons (8), and a lifting ring reinforcement rib (14) is arranged in the road slab body (1), and the lifting ring reinforcement rib (14) is fixedly connected to the round steel lifting ring (11).
4. The recyclable high-performance multi-rib prestressed assembled road slab according to claim 1 is characterized in that: in: A plurality of upper steel bars (10) are arranged at the inner top of the stirrup (12), and a plurality of lower steel bars (13) are arranged at the inner bottom of the stirrup (12).
5. The recyclable high-performance multi-rib prestressed assembled road slab according to claim 1 is characterized in that: in: The four corners of the road plate body (1) are all penetrated by hanging holes (2), and the dimensions of the four hanging holes (2) are 100 mm×100 mm×70 mm.
6. The recyclable high-performance multi-rib prestressed assembled road slab according to claim 1 is characterized in that: in: Anti-collision angle steels (3) are arranged at the four corners of the road slab body (1), and the thickness of the anti-collision angle steels (3) is 5 mm.
