Shore spread corrugated pavement system

Abstract

The invention provides a bank paving corrugated pavement system, and relates to the field of bank beach pavements. The bank paving corrugated pavement system comprises a corrugated pavement slab, a flexible connecting belt, a passage reinforcing box and an end pavement slab. When the corrugated pavement slab falls into the water section of the mud flat, the two ends of the corrugated structure of the corrugated pavement slab are each of an open structure, so that air cannot be accumulated on the lower side of the corrugated pavement slab, buoyancy of the corrugated pavement slab is reduced conveniently, and then the corrugated pavement slab falls into the water bottom under the action of gravity and is attached to the bottom of the mud flat conveniently, and vehicles can pass conveniently. The sectional area of the corrugated pavement slab of the corrugated structure is smaller than that of a box-type structure internally provided with reinforcing ribs, and the passing reinforcing box is small in size and is far smaller than the corrugated pavement slab in weight, so that on the premise of the same pitch, the weight of the corrugated pavement slab and the passing reinforcing box is smaller than that of the box-type structure internally provided with the reinforcing ribs; and therefore, the light weight of the pavement is realized on the premise of meeting the loading requirement.

Description

Technical Field

[0001] The present application relates to the technical field of beach pavement, and in particular to a beach corrugated pavement system. Background Art

[0002] The poor bearing capacity of the tidal flat makes it inconvenient for vehicles to travel. The shore pavement is used to construct a passage on the foundation of the tidal flat, so that vehicles can travel on the paved pavement to ensure the rapid passage of vehicles. The goal of lightweighting the pavement panel is to minimize the deadweight of the pavement panel under given boundary conditions such as strength and external dimensions.

[0003] Existing shore road panels are mostly made of aluminum alloy forging or extrusion into a box-type structure with internal reinforcing ribs. However, this type of structural road panel is heavy and the internal space of the road panel is closed. The road panel laid on the water section of the tidal flat is easy to float and is not easy to lay on the tidal flat. Therefore, how to reduce the weight of the road panel and reduce the buoyancy of the road surface while meeting the load strength has become a technical problem that needs to be solved. Summary of the invention

[0004] The present application aims to solve at least one of the technical problems existing in the prior art. To this end, the present application proposes a shore corrugated pavement system, which has the effect of achieving lightweight pavement while meeting the load requirements, and the corrugated road panel has low buoyancy, which is easy to sink into the mudflat, making it convenient for vehicles to pass.

[0005] The shore corrugated pavement system according to the embodiment of the present application includes: a corrugated road panel, a flexible connecting belt, a traffic reinforcement box and an end road panel.

[0006] The corrugated road panel has a structure in which the longitudinal corrugations are inclined and the transverse corrugations are horizontal. Two adjacent corrugated road panels are connected by the flexible connecting belt. Multiple corrugated road panels connected by the flexible connecting belt constitute a load-carrying pavement group. The passage reinforcement boxes are fixed in the grooves on the upper and lower sides of the corrugated road panels. The passage reinforcement boxes are arranged in four longitudinal directions on the load-carrying pavement group. The two longitudinal passage reinforcement boxes on the same side of the load-carrying pavement group form a load-carrying channel. The end road panel is connected to the corrugated road panels at both ends of the load-carrying pavement group by the flexible connecting belt.

[0007] According to some embodiments of the present application, the corrugated road panel includes inclined slats, transverse slats and arcuate slats, two of the inclined slats are in an inverted eight-shaped shape to form a support group, and an inverted eight-shaped groove is formed on the support group. The bottom ends of the two inclined slats of the support group are connected by the transverse slats, and the upper ends of the inclined slats opposite to each other on adjacent support groups are also connected by the transverse slats. An eight-shaped groove is formed between the inclined slats and the transverse slats on adjacent support groups, and the inclined slats and the transverse slats are connected in sequence to form a corrugated pavement body. The arcuate slats are provided on the upper and lower sides of the inclined slats at the outer end of the corrugated pavement body, and a connecting cavity is formed between the arcuate slats on the upper and lower sides of the inclined slats.

[0008] According to some embodiments of the present application, anti-slip strips are provided at both ends of the outer sides of the transverse strip.

[0009] According to some embodiments of the present application, the passage reinforcement box includes side sealing plates and a top sealing plate, the side sealing plates are fixed on both sides of the top sealing plate, and the side sealing plates are inserted into the inverted eight-shaped groove and the eight-shaped groove.

[0010] According to some embodiments of the present application, the flexible connecting belt includes a belt body and a connecting shaft, the belt body is divided into two layers, and the middle parts of the upper and lower layers of the belt body are fixed to each other, so that connecting holes are formed at both ends of the belt body, and the connecting shaft is fixedly inserted into the connecting holes, and the two ends of the belt body are respectively inserted into the connecting cavities of the adjacent corrugated road panels, and the connecting shaft is located in the connecting cavity, and the connecting cavity can block the connecting shaft.

[0011] According to some embodiments of the present application, the end road panel includes a top cover, a snap-in groove plate, an edge sealing rod, an inner reinforcement box group, a bottom plate, a mooring tube, a side reinforcement box and a hanging shaft. The upper surface of the top cover is inclined, the snap-in groove plate is fixedly connected to the outer side of the high position of the top cover, the snap-in groove plate is in an inverted C shape, the flexible connecting belts on the corrugated road panels at both ends of the load-bearing pavement group are plugged into the snap-in groove plate, the edge sealing rod is fixedly connected to the lower side of the low position of the top cover, the inner reinforcement box group is arranged inside the top cover, the bottom plate seals the lower side of the top cover, the high position of the top cover The lower side, the edge sealing rod and the lower side of the inner reinforcement box group are all fixed to the bottom plate, the mooring tube is fixed through the top cover, the inner reinforcement box group and the bottom plate, and the mooring tube is respectively located at both ends of the top cover close to the high position, the top cover and the bottom plate are each provided with a hanging accommodating groove, the side reinforcement box is provided on both sides of the hanging accommodating groove, the inner side of the side reinforcement box is interconnected with the inner reinforcement box group, and the upper and lower sides of the side reinforcement box are respectively fixed to the top cover and the bottom plate, and the two ends of the hanging shaft are respectively fixed to the inner reinforcement box group on both sides of the hanging accommodating groove.

[0012] According to some embodiments of the present application, the inner reinforcement box group includes a longitudinal reinforcement box, a low-position reinforcement box, a high-position reinforcement box, an end short reinforcement box and an end high reinforcement box, the longitudinal reinforcement box is longitudinally arranged in the top cover, the end short reinforcement boxes are arranged at the two ends of the low position inside the top cover, a plurality of the low-position reinforcement boxes are arranged between the two end short reinforcement boxes, the upper and lower sides of the two end short reinforcement boxes and the plurality of the low-position reinforcement boxes are respectively fixedly connected to the top cover and the bottom plate, the two ends of the two end short reinforcement boxes and the plurality of the low-position reinforcement boxes are respectively fixedly connected to the longitudinal reinforcement box and the edge banding rod, the end high reinforcement box is arranged at the two ends of the high position inside the top cover, a plurality of the high-position reinforcement boxes are arranged between the two end high reinforcement boxes, the upper sides and high positions of the two end high reinforcement boxes and the plurality of the high-position reinforcement boxes are fixedly connected to the inner side of the top cover, the low positions of the two end high reinforcement boxes and the plurality of the high-position reinforcement boxes are fixedly connected to the longitudinal reinforcement box, and the lower sides of the two end high reinforcement boxes and the plurality of the high-position reinforcement boxes are fixedly connected to the bottom plate.

[0013] The beneficial effects of the present application are as follows: the corrugated road panel is a structure in which the longitudinal corrugations are inclined and the transverse corrugations are horizontal. When the corrugated road panel falls into a water section of a beach, both ends of the corrugated structure of the corrugated road panel are open structures, so that the lower side of the corrugated road panel cannot accumulate air, which is convenient for reducing the buoyancy of the corrugated road panel, and then the corrugated road panel falls into the bottom of the water under the action of gravity, and the corrugated road panel is convenient for vehicles to pass. The traffic passages on the corrugated road surface are all reinforced by traffic reinforcement boxes to increase the strength of the corrugated road panel and reduce the occurrence of the corrugated road panel being broken due to the load-bearing vehicle. Under the premise of the same pitch, the cross-sectional area of ​​the corrugated road panel with the corrugated structure is smaller than that of the box-type structure with internal reinforcement ribs, and the volume of the traffic reinforcement box is small, and the weight of the traffic reinforcement box is much smaller than that of the corrugated road panel. Therefore, under the premise of the same pitch, the weight of the corrugated road panel and the traffic reinforcement box is less than that of the box-type structure with internal reinforcement ribs, and then the lightweight of the road surface is achieved under the premise of meeting the traffic requirements.

[0014] Additional aspects and advantages of the present application will be given in part in the description below, and in part will become apparent from the description below, or will be learned through the practice of the present application. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] In order to more clearly illustrate the technical solutions of the embodiments of the present application, the drawings required for use in the embodiments of the present application will be briefly introduced below. It should be understood that the following drawings only show certain embodiments of the present application and therefore should not be regarded as limiting the scope. For ordinary technicians in this field, other related drawings can be obtained based on these drawings without paying creative work.

[0016] Figure 1is a top view of a shore corrugated pavement system according to an embodiment of the present application; Figure 2 is a side view of a shore corrugated pavement system according to an embodiment of the present application; Figure 3 is a side view of a corrugated road panel according to an embodiment of the present application; Figure 4 is a partial schematic diagram of a top view of a corrugated road panel according to an embodiment of the present application; Figure 5 is a schematic diagram of the three-dimensional structure of a flexible connecting belt according to an embodiment of the present application; Figure 6 is a schematic diagram of a partial three-dimensional structure of an end road panel according to an embodiment of the present application; Figure 7 According to the embodiment of the present application Figure 6 A schematic diagram of the enlarged three-dimensional structure in the middle; Figure 8 According to the embodiment of the present application Figure 6 Schematic diagram of the enlarged three-dimensional structure at point B in the middle.

[0017] Icons: 100-corrugated road panel; 110-oblique slats; 120-horizontal slats; 130-arc slats; 140-connecting cavity; 150-anti-slip strips; 200-flexible connecting belt; 210-belt body; 220-connecting hole; 230-connecting shaft; 300-traffic reinforcement box; 310-side sealing plate; 320-top sealing plate; 400-end road panel; 410-top cover; 420-card Groove plate; 430-edge-sealing rod; 440-inner reinforcement box group; 441-longitudinal reinforcement box; 442-low reinforcement box; 443-high reinforcement box; 444-end low reinforcement box; 445-end high reinforcement box; 450-bottom plate; 460-mooring tube; 470-hook-up groove; 480-side reinforcement box; 490-hook-up shaft; 500-through-load pavement group; 600-through-load channel. DETAILED DESCRIPTION

[0018] The technical solutions in the embodiments of the present application will be described below in conjunction with the drawings in the embodiments of the present application.

[0019] In order to make the purpose, technical solutions and advantages of the implementation methods of this application clearer, the technical solutions in the implementation methods of this application will be clearly and completely described below in conjunction with the drawings in the implementation methods of this application. Obviously, the described implementation methods are part of the implementation methods of this application, not all of the implementation methods. Based on the implementation methods in this application, all other implementation methods obtained by ordinary technicians in this field without creative work are within the scope of protection of this application.

[0020] The following describes the shore corrugated pavement system according to an embodiment of the present application with reference to the accompanying drawings.

[0021] See also Figures 1 to 8 According to the embodiment of the present application, the shore corrugated pavement system includes: a corrugated road panel 100, a flexible connecting belt 200, a traffic reinforcement box 300 and an end road panel 400.

[0022] See also Figure 1 to Figure 2 The corrugated road panel 100 has a structure in which the longitudinal corrugations are inclined and the transverse corrugations are horizontal. Two adjacent corrugated road panels 100 are connected by a flexible connecting belt 200. Multiple corrugated road panels 100 connected by the flexible connecting belt 200 constitute a load-carrying pavement group 500. The traffic reinforcement boxes 200 are fixed in the grooves on the upper and lower sides of the corrugated road panels 100. The traffic reinforcement boxes 200 are arranged in four longitudinal directions on the load-carrying pavement group 500. A load-carrying channel 600 is provided between the two longitudinal traffic reinforcement boxes 200 on the same side of the load-carrying pavement group 500. The end road panel 400 is connected to the corrugated road panels 100 at both ends of the load-carrying pavement group 500 by a flexible connecting belt 200.

[0023] The corrugated road panel 100 has a structure in which the longitudinal corrugations are inclined and the transverse corrugations are horizontal. When the corrugated road panel 100 falls into a water section of a tidal flat, both ends of the corrugated structure of the corrugated road panel 100 are open structures, so that air cannot accumulate on the lower side of the corrugated road panel 100, which is convenient for reducing the buoyancy of the corrugated road panel 100, and then making it convenient for the corrugated road panel 100 to fall to the bottom of the water under the action of gravity, so that the corrugated road panel 100 can fit neatly on the bottom of the tidal flat, facilitating the passage of vehicles. The passage 600 on the corrugated road panel 100 for wheels to travel is reinforced by the passage reinforcement box 200, which increases the strength of the corrugated road panel 100 and reduces the occurrence of the corrugated road panel 100 being broken due to the load-bearing vehicle. Under the premise of the same pitch, the cross-sectional area of ​​the corrugated road panel 100 with a corrugated structure is smaller than that of the box-type structure with internal reinforcement ribs, and the volume of the passage reinforcement box 300 is small, and the weight of the passage reinforcement box 300 is much smaller than that of the corrugated road panel 100. Therefore, under the premise of the same pitch, the weight of the corrugated road panel 100 and the passage reinforcement box 300 is less than that of the box-type structure with internal reinforcement ribs, thereby achieving lightweight pavement while meeting the load requirements.

[0024] See also Figures 1 to 3The corrugated road panel 100 includes an inclined plate 110, a transverse plate 120 and an arcuate plate 130. The two inclined plate slats 110 are in an inverted eight-shaped shape to form a support group, and an inverted eight-shaped groove is formed on the support group. The bottom ends of the two inclined plate slats 110 of the support group are connected by the transverse plate 120, and the upper ends of the opposite inclined plate slats 110 on adjacent support groups are also connected by the transverse plate 120. An eight-shaped groove is formed between the inclined plate slats 110 and the transverse plate slats 120 on adjacent support groups. The inclined plate slats 110 and the transverse plate slats 120 are connected in sequence to form a corrugated pavement body. Arcuate plate slats 130 are arranged on the upper and lower sides of the inclined plate slats 110 at the outer end of the corrugated pavement body, and a connecting cavity 140 is formed between the arcuate plate slats 130 on the upper and lower sides of the inclined plate slats 110.

[0025] The inclined slats 110 and the transverse slats 120 are integrally formed by forging or extrusion, and the transverse slats 120 contact the ground or the wheels. The inclined slats 110 form a longitudinal support, and the two ends and side walls of the passage reinforcement box 300 are directly welded and fixed to the inclined slats 110 and the transverse slats 120, so that both sides of the load-bearing channel 600 are reinforced, which is convenient for improving the strength of the main body formed by the inclined slats 110 and the transverse slats 120.

[0026] Anti-slip strips 150 are provided at both ends of the outer sides of the transverse strip 120 .

[0027] The anti-skid strips 150 on the transverse slats 120 are on the upper and lower sides of the corrugated road panel 100. The anti-skid strips 150 on the upper side of the corrugated road panel 100 are used to reduce the slipping of passing vehicles. The anti-skid strips 150 on the upper side of the corrugated road panel 100 are used to grip the bottom of the mudflat, reduce the sliding of the corrugated road panel 100, and improve the grip of the corrugated road panel 100.

[0028] See also Figures 1 to 4 The passage reinforcement box 300 includes a side sealing plate 310 and a top sealing plate 320. The side sealing plates 310 are fixed on both sides of the top sealing plate 320. The side sealing plates 310 are inserted into the inverted eight-shaped groove and the eight-shaped groove.

[0029] The side sealing plates 310 form a stable whole between adjacent inclined strips 110 on the corrugated road panel 100, reducing the widening of the gaps between adjacent inclined strips 110 due to deformation. The top sealing plate 320 connects the two side sealing plates 310 into a whole, so that the two side sealing plates 310 and the top sealing plate 320 form a stable box body, which is convenient for strengthening the strength of the through-load channel 600 on the corrugated road panel 100.

[0030] See also Figures 1 to 5The flexible connecting belt 200 includes a belt body 210 and a connecting shaft 230. The belt body 210 is divided into an upper and lower layer, and the middle parts of the upper and lower layers of the belt body 210 are fixed to each other, so that connecting holes 220 are formed at both ends of the belt body 210. The connecting shaft 220 is fixedly inserted into the connecting hole 220. The two ends of the belt body 210 are respectively inserted into the connecting cavity 140 of the adjacent corrugated road panel 100. The connecting shaft 220 is located in the connecting cavity 140, and the connecting cavity 140 can block the connecting shaft 220.

[0031] The connecting shafts 230 at both ends of the belt body 210 are inserted into the connecting cavity 140 of the adjacent corrugated road panel 100, and the connecting shafts 230 on the outer side of the flexible connecting belt 200 at both ends of the through-load road surface group 500 are connected to the belt body 210 and inserted into the end road panel 400 to form a connection. Through the flexibility of the belt body 210, a flexible connection is formed between the adjacent corrugated road panel 100 and the end road panel 400, which facilitates the corrugated road panel 100 and the end road panel 400 to be rolled up and stored.

[0032] See also Figures 1 to 6 The end road panel 400 includes a top cover 410, a snap-in groove plate 420, an edge sealing rod 430, an inner reinforcement box group 440, a bottom plate 450, a mooring tube 460, a side reinforcement box 480 and a hanging shaft 490. The upper surface of the top cover 410 is inclined, the snap-in groove plate 420 is fixedly connected to the outer side of the top cover 410 at a high position, and the snap-in groove plate 420 is in an inverted C shape. The flexible connecting belts 200 on the corrugated road panels 100 at both ends of the through-load pavement group 500 are plugged into the snap-in groove plate 420, the edge sealing rod 430 is fixedly connected to the lower side of the lower position of the top cover 410, the inner reinforcement box group 440 is arranged inside the top cover 410, the bottom plate 450 seals the lower side of the top cover 410, and the top cover 410 is at a high position. The lower side of the position, the edge sealing rod 430 and the lower side of the inner reinforcement box group 440 are all fixed to the bottom plate 450, the mooring tube 460 is fixed through the top cover 410, the inner reinforcement box group 440 and the bottom plate 450, and the mooring tube 460 is respectively located at both ends of the top cover 410 near the high position, the top cover 410 and the bottom plate 450 are both provided with a hanging accommodating groove 470, and side reinforcement boxes 480 are arranged on both sides of the hanging accommodating groove 470, the inner side of the side reinforcement box 480 is connected with the inner reinforcement box group 440, and the upper and lower sides of the side reinforcement box 480 are respectively fixed to the top cover 410 and the bottom plate 450, and the two ends of the hanging shaft 490 are respectively fixed to the inner reinforcement box group 440 on both sides of the hanging accommodating groove 470.

[0033] The top cover 410, the edge sealing rod 430 and the bottom plate 450 form an end road panel 400 body with an inclined upper surface. The end road panel 400 body is convenient for guiding passing vehicles to drive onto and off the load-carrying pavement group 500. The end road panel 400 body and the two ends of the load-carrying pavement group 500 are connected by a snap-in slot plate 420 and a flexible connecting belt 200 inserted into the snap-in slot plate 420. The interior of the end road panel 400 body is reinforced by an internal reinforcement box group 440 to reduce the deformation of the end road panel 400 body. The periphery of the hanging groove 470 is reinforced by a side reinforcement box 480 and the internal reinforcement box group 440, and the side reinforcement box 480 provides a rooting point for the connection of the hanging shaft 490, which is convenient for fixing the hanging shaft 490. The hanging shaft 490 is convenient for connecting to the retracting and extending mechanism, which is convenient for providing a hanging point for the retracting and extending of the shore corrugated pavement system. After the shore corrugated pavement system is laid, the mooring equipment is connected through the mooring tube 460 on the end road panel 400 to tighten and stabilize the end road panels 400 at both ends of the load-bearing pavement group 500, thereby achieving the purpose of tightening the load-bearing pavement group 500 and reducing the occurrence of folds or wrinkles of the load-bearing pavement group 500.

[0034] See also Figures 1 to 8 The inner reinforcement box group 440 includes a longitudinal reinforcement box 441, a low-position reinforcement box 442, a high-position reinforcement box 443, an end short reinforcement box 444 and an end high reinforcement box 445. The longitudinal reinforcement box 441 is longitudinally arranged in the top cover 410, and the end short reinforcement boxes 444 are arranged at both ends of the low position inside the top cover 410. A plurality of low-position reinforcement boxes 442 are arranged between the two end short reinforcement boxes 444. The upper and lower sides of the two end short reinforcement boxes 444 and the plurality of low-position reinforcement boxes 442 are respectively fixedly connected to the top cover 410 and the bottom plate 450. The two end short reinforcement boxes 444 and the plurality of low-position reinforcement boxes 442 are respectively fixedly connected to the top cover 410 and the bottom plate 450. The two ends of 42 are respectively fixedly connected to the longitudinal reinforcement box 441 and the edge banding rod 430, the end high reinforcement boxes 445 are arranged at the two ends of the high position inside the top cover 410, and a plurality of high-position reinforcement boxes 443 are arranged between the two end high reinforcement boxes 445. The upper sides and high positions of the two end high reinforcement boxes 445 and the plurality of high-position reinforcement boxes 443 are fixedly connected to the inner side of the top cover 410, the low positions of the two end high reinforcement boxes 445 and the plurality of high-position reinforcement boxes 443 are fixedly connected to the longitudinal reinforcement box 441, and the lower sides of the two end high reinforcement boxes 445 and the plurality of high-position reinforcement boxes 443 are fixedly connected to the bottom plate 450.

[0035] The longitudinal reinforcement box 441 forms a full-length reinforcement in the longitudinal direction of the end road panel 400 body, and the two ends of the end road panel 400 body are reinforced by the end short reinforcement box 444 and the end high reinforcement box 445. The high and low positions inside the end road panel 400 body are reinforced by the high reinforcement box 443 and the low reinforcement box 442 respectively, so that the interior of the end road panel 400 body forms a longitudinal and transverse reinforcement structure, which effectively improves the strength of the end road panel 400.

[0036] Specifically, the working principle of the shore corrugated pavement system is as follows: when in use, the inclined slats 110 and the transverse slats 120 are integrally formed by forging or extrusion, the transverse slats 120 contact the ground or the wheel, the inclined slats 110 form a longitudinal support, and the two ends and the side walls of the passage reinforcement box 300 are directly welded and fixed to the inclined slats 110 and the transverse slats 120, so that the two sides of the load-carrying channel 600 are reinforced, which is convenient for improving the strength of the main body composed of the inclined slats 110 and the transverse slats 120. When the corrugated road panel 100 falls into the water section of the tidal flat, both ends of the corrugated structure of the corrugated road panel 100 are open structures, so that air cannot accumulate on the lower side of the corrugated road panel 100, which is convenient for reducing the buoyancy of the corrugated road panel 100, and then it is convenient for the corrugated road panel 100 to fall to the bottom of the water under the action of gravity, so that the corrugated road panel 100 fits the bottom of the tidal flat, which is convenient for vehicles to pass. The side sealing plates 310 form a stable whole between adjacent inclined strips 110 on the corrugated road panel 100, reducing the widening of the gaps between adjacent inclined strips 110 due to deformation. The top sealing plate 320 connects the two side sealing plates 310 into a whole, so that the two side sealing plates 310 and the top sealing plate 320 form a stable box body, which is convenient for strengthening the strength of the load-bearing channel 600 on the corrugated road panel 100 and reducing the occurrence of the corrugated road panel 100 being broken due to carrying vehicles. Under the premise of the same pitch, the cross-sectional area of ​​the corrugated road panel 100 with the corrugated structure is smaller than that of the box-type structure with internal reinforcing ribs, and the volume of the pass reinforcement box 300 is small, and the weight of the pass reinforcement box 300 is much smaller than that of the corrugated road panel 100. Therefore, under the premise of the same pitch, the weight of the corrugated road panel 100 and the pass reinforcement box 300 is less than that of the box-type structure with internal reinforcing ribs, thereby achieving lightweight pavement while meeting the load requirements.

[0037] The above are only embodiments of the present application and are not intended to limit the scope of protection of the present application. For those skilled in the art, the present application may have various changes and variations. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present application should be included in the scope of protection of the present application. It should be noted that similar reference numerals and letters represent similar items in the following drawings, so once an item is defined in one drawing, it does not need to be further defined and explained in the subsequent drawings.

Claims

1. Shore corrugated pavement system, characterized in that: include: A corrugated road panel (100), wherein the corrugated road panel (100) has a structure in which the longitudinal corrugations are inclined and the transverse corrugations are horizontal; A flexible connecting belt (200), wherein two adjacent corrugated road panels (100) are connected via the flexible connecting belt (200), and a plurality of corrugated road panels (100) connected via the flexible connecting belt (200) constitute a load-carrying road surface group (500); Traffic reinforcement boxes (300), the traffic reinforcement boxes (200) being fixed in grooves on the upper and lower sides of the corrugated road panel (100), the traffic reinforcement boxes (200) being arranged in four longitudinal directions on the load-carrying road surface group (500), and a load-carrying passage (600) being formed between the two longitudinal traffic reinforcement boxes (200) on the same side of the load-carrying road surface group (500); An end road panel (400), wherein the end road panel (400) is connected to the corrugated road panels (100) at both ends of the load-carrying road surface group (500) via the flexible connection belt (200).

2. The bank corrugated pavement system according to claim 1, characterized in that: The corrugated road panel (100) comprises an inclined plate strip (110), a transverse plate strip (120) and an arcuate plate strip (130); two inclined plate strips (110) are in an inverted "eight" shape to form a support group; an inverted "eight" groove is formed on the support group; the bottom ends of the two inclined plate strips (110) of the support group are connected by the transverse plate strip (120); the upper ends of the inclined plate strips (110) opposite to each other on adjacent support groups are also connected by the transverse plate strip (120); an "eight" groove is formed between the inclined plate strips (110) and the transverse plate strips (120) on adjacent support groups; the inclined plate strips (110) and the transverse plate strips (120) are connected in sequence to form a corrugated road surface body; the arcuate plate strips (130) are provided on both upper and lower sides of the inclined plate strips (110) at the outer end of the corrugated road surface body; a connecting cavity (140) is formed between the arcuate plate strips (130) on the upper and lower sides of the inclined plate strip (110); 3. The bank corrugated pavement system according to claim 2, characterized in that: Anti-slip strips (150) are provided at both ends of the outer sides of the transverse strip (120).

4. The bank corrugated pavement system according to claim 2, characterized in that: The passage reinforcement box (300) comprises side sealing plates (310) and a top sealing plate (320), wherein the side sealing plates (310) are fixed to both sides of the top sealing plate (320), and the side sealing plates (310) are inserted into the inverted eight-shaped groove and the eight-shaped groove.

5. The bank corrugated pavement system according to claim 2, characterized in that: The flexible connecting belt (200) comprises a belt body (210) and a connecting shaft (230); the belt body (210) is divided into an upper and lower layer, and the middle parts of the upper and lower layers of the belt body (210) are fixed to each other, so that connecting holes (220) are formed at both ends of the belt body (210); the connecting shaft (220) is fixedly inserted into the connecting hole (220); the two ends of the belt body (210) are respectively inserted into the connecting cavity (140) of the adjacent corrugated road panel (100); the connecting shaft (220) is located in the connecting cavity (140); and the connecting cavity (140) is capable of blocking the connecting shaft (220).

6. The bank corrugated pavement system according to claim 1, characterized in that: The end road panel (400) comprises a top cover (410), a snap-fit ​​groove plate (420), an edge sealing rod (430), an inner reinforcement box group (440), a bottom plate (450), a mooring tube (460), a side reinforcement box (480) and a hanging shaft (490); the upper surface of the top cover (410) is arranged obliquely; the snap-fit ​​groove plate (420) is fixedly connected to the outer side of the top cover (410) at a high position; and the snap-fit ​​groove plate (420) is in an inverted C-shape. The flexible connection belts (200) on the corrugated road panels (100) at both ends of the load-carrying road surface group (500) are plugged into the snap-in groove plates (420), the edge sealing rods (430) are fixedly connected to the lower side of the lower part of the top cover (410), the inner reinforcement box group (440) is arranged inside the top cover (410), the bottom plate (450) seals the lower side of the top cover (410), and the lower side of the upper part of the top cover (410) is fixedly connected to the lower side of the lower part of the top cover (410). The side, the edge sealing rod (430) and the lower side of the inner reinforcement box group (440) are fixed to the bottom plate (450), the mooring tube (460) is fixed through the top cover (410), the inner reinforcement box group (440) and the bottom plate (450), and the mooring tube (460) is respectively located at both ends of the top cover (410) near the upper part, and the top cover (410) and the bottom plate (450) are both provided with a hanging accommodating groove (47 0), the side reinforcement boxes (480) are arranged on both sides of the hanging accommodating groove (470), the inner sides of the side reinforcement boxes (480) are interconnected with the inner reinforcement box group (440), and the upper and lower sides of the side reinforcement boxes (480) are respectively fixed to the top cover (410) and the bottom plate (450), and the two ends of the hanging shaft (490) are respectively fixed to the inner reinforcement box group (440) on both sides of the hanging accommodating groove (470).

7. The bank corrugated pavement system according to claim 6, characterized in that: The inner reinforcement box group (440) comprises a longitudinal reinforcement box (441), a low-position reinforcement box (442), a high-position reinforcement box (443), an end short reinforcement box (444) and an end high reinforcement box (445), wherein the longitudinal reinforcement box (441) is longitudinally arranged in the top cover (410), the end short reinforcement boxes (444) are arranged at two ends of the low position inside the top cover (410), a plurality of the low-position reinforcement boxes (442) are arranged between the two end short reinforcement boxes (444), the two end short reinforcement boxes (444) and the plurality of the low-position reinforcement boxes (442) are fixedly connected to the top cover (410) and the bottom plate (450) at upper and lower sides respectively, and the two end short reinforcement boxes (444) and the plurality of the low-position reinforcement boxes (442) are fixedly connected to the top cover (410) and the bottom plate (450) at upper and lower sides respectively. 2) are respectively fixedly connected to the longitudinal reinforcement box (441) and the edge banding rod (430), the end high reinforcement boxes (445) are arranged at the two ends of the high position inside the top cover (410), and a plurality of high-position reinforcement boxes (443) are arranged between the two end high reinforcement boxes (445). The upper sides and high positions of the two end high reinforcement boxes (445) and the plurality of high-position reinforcement boxes (443) are fixedly connected to the inner side of the top cover (410), the low positions of the two end high reinforcement boxes (445) and the plurality of high-position reinforcement boxes (443) are fixedly connected to the longitudinal reinforcement box (441), and the lower sides of the two end high reinforcement boxes (445) and the plurality of high-position reinforcement boxes (443) are fixedly connected to the bottom plate (450).

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