CN109778646B - Mountain area river highway building discarded object pavement board reinforced structure - Google Patents
Mountain area river highway building discarded object pavement board reinforced structure Download PDFInfo
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- CN109778646B CN109778646B CN201910193464.1A CN201910193464A CN109778646B CN 109778646 B CN109778646 B CN 109778646B CN 201910193464 A CN201910193464 A CN 201910193464A CN 109778646 B CN109778646 B CN 109778646B
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Abstract
The invention discloses a mountain area river-following highway construction waste pavement slab reinforcing structure which comprises a bottom frame, a loading frame, a storage plate and a top frame, wherein two groups of first supporting rods and second supporting rods are vertically welded on two sides in the bottom frame, the first supporting rods and the second supporting rods are formed by mutually splicing a plurality of connecting rods which are longitudinally arranged from top to bottom, side plates are fixedly arranged between the connecting rods on two sides of one end, a fixing plate is fixedly arranged between the connecting rods on two sides of the other end, the loading frame is arranged between the two connecting rods on one side, and the storage plate is arranged between the two connecting rods on the other side. This reinforced structure can be so that the road base board in use receives the washing away of rainwater, inside discarded object and grit after the inside rainwater that gets into, can not take place to flow, and inside gravel and sand can not flow to the river in, and the road deck can keep safe use, can not take place to collapse, can be in the road of mountain area the use of long time.
Description
Technical Field
The invention relates to a road slab reinforced structure, in particular to a reinforced structure of a road slab made of building wastes of a highway along a river in a mountainous area, and belongs to the field of road construction application.
Background
The road slab is the road surface that road upper portion supplied pedestrian and vehicle to walk, and the variety of road slab is various, can construct according to the different demands of road. In order to save materials and reduce construction cost, construction wastes are often used as construction materials in remote places in mountainous areas, so that roads can normally run, and the cost can be reduced.
The road slab needs to be reinforced by a reinforcing structure after being built, but the prior reinforcing structure for the road slab made of the construction waste of the mountain river highway still has certain defects in use. The existing reinforcing structure for the road slab made of the building wastes of the mountain river highway has poor reinforcing effect on the road surface, the inside of the road slab cannot be uniformly divided, the road slab made of the building wastes is easy to leak and collapse after being impacted by rainwater, sand and stones close to the edge are easy to fall into the river, and the flowing of the river is influenced. The road has a short service life, and is likely to cause danger during driving, and the safety of pedestrians and vehicles in mountainous areas cannot be ensured.
Disclosure of Invention
The invention aims to provide a reinforcing structure for a mountain river-following highway construction waste pavement slab, which can solve the problems that the existing reinforcing structure for the mountain river-following highway construction waste pavement slab has poor reinforcing effect on a pavement, the interior of the pavement slab cannot be uniformly divided, the pavement slab constructed by construction waste is easy to leak and collapse after being impacted by rainwater, sand and stones close to the edge are easy to fall into a river, and the flowing of the river is influenced. The service life of the road is short, and danger easily occurs in the driving, can not ensure the technical problem of pedestrian's vehicle safety in the mountain area.
The purpose of the invention can be realized by the following technical scheme:
the utility model provides a mountain area along river highway building discarded object decking reinforced structure, includes the underframe, loads the frame, deposits board and top frame, the equal vertical welding in inside both sides of underframe has two sets of first bracing pieces and second bracing piece, first bracing piece and second bracing piece are from last to forming by the connecting rod of a plurality of vertical setting is pegged graft each other down, and equal fixed mounting has the curb plate between the connecting rod of one end both sides, and equal fixed mounting has a fixed plate, two of one side between the connecting rod of other end both sides install between the connecting rod and load the frame, two of opposite side install between the connecting rod and deposit the board.
The top frame that the level set up is installed to the top joint of underframe, the inside both sides of top frame all vertically are provided with two sets of inside holes, the top in inside hole is sealed setting, the buffer layer is all installed at the middle part of connecting rod and loading frame, just the inside of loading frame is the cavity setting, it all is the setting of lining up to load frame and storage plate to be close to second bracing piece and first bracing piece one side.
The improved structure of the loading frame is characterized in that a stable hole is formed in the middle end of the top of the connecting rod, a raised head is welded at the middle end of the bottom of the connecting rod, the connecting rod at the upper end is connected with the stable hole in an inserting mode through the raised head, sliding grooves are formed in the middle portions of the two sides of the connecting rod in the height direction, sliding plates are clamped inside the sliding grooves in a clamped mode, a positioning hole is formed in the middle of each sliding plate in a penetrating mode, a cross rod is connected to two ends of one side of the loading frame and one.
Preferably, the edge of the storage plate is provided with a bulge, the bottom of the storage plate is horizontally arranged, and the separation frame is arranged at the top end inside the storage plate.
Preferably, the middle part of the side plate is provided with a jack, the middle part of the fixing plate is connected with a clamping connector, and the size of the clamping connector is matched with that of the jack.
Preferably, the inside middle ends of the top frame and the bottom frame are provided with through holes, and the size of the top frame is the same as that of the bottom frame.
Preferably, the middle parts of the two ends of the top of the loading frame are vertically provided with clamping holes, and the middle parts of the two ends of the bottom of the loading frame are in threaded connection with vertical upright rods.
Preferably, a groove is formed between the periphery of the bottom frame and the side face of the through hole in the middle of the bottom frame, and the side edge of the through hole is as high as the bottom frame.
Preferably, the upper portion fixed mounting of top frame has the pitch layer, and the inside side of sliding tray is connected with the slipmat, and the inside size and the sliding plate size phase-match of sliding tray.
Preferably, the concrete steps of the reinforcing structure include:
the method comprises the following steps: placing a plurality of bottom frames on a riverbed in a mountainous area to be trimmed, and clamping and installing a storage plate and a loading frame on two sides of the upper part of each bottom frame through a first supporting rod and a second supporting rod at two ends; the bottom frames are mutually clamped and fixed through clamping joints and jacks on the side surfaces; in the installation process, the loading frame is installed at one side close to the river side, the storage plate is installed at one side close to the mountain, and the storage plate and the loading frame can be installed at two ends of the bottom frame according to actual road requirements;
step two: dumping construction waste required to be used on the upper part of the bottom frame, respectively scattering the waste in the storage plates and the loading frames on the two sides and between the storage plates and the loading frames, sequentially inserting connecting rods at the top ends of the first supporting rod and the second supporting rod on the upper part of the bottom frame according to the road surface height constructed according to actual needs after a layer of the construction waste is fully paved on the roadbed, and further continuously clamping and installing the storage plates and the loading frames on the outer sides of the two groups of the first supporting rod and the second supporting rod; the storage plate at the upper end and the loading frame are inserted into the clamping holes at the two sides of the top of the lower storage plate and the loading frame through the vertical rods at the two sides of the bottom;
step three: dumping waste on the roadbed for bedding, and sequentially dumping the construction waste layer by layer from the bottom to the top until the thickness of the waste reaches the thickness standard required by the pavement slab; after finishing paving, a top frame is clamped and mounted at the upper part of each bottom frame, and the tops of the first supporting rod and the second supporting rod at the two sides are clamped and connected in an inner hole in the top frame; the engineering machinery compacts on the road surface of the construction waste, the waste is extruded downwards, the buffer layer in the middle shrinks and moves up and down after the loading frame, the first supporting rod and the second supporting rod are pressed by the upper parts, and then the height is changed, so that the waste can be extruded together;
step four: increase the height from upwards down, when board and loading frame are deposited in the installation, can promote the slide and reciprocate in the inside of sliding tray according to bottom construction waste's height, adapt to unevenness's construction waste.
The invention has the beneficial effects that:
1. through the first bracing piece of upper portion both sides installation and the second bracing piece at the underframe, and deposit the board and load the frame at the outer joint installation of bracing piece. The construction waste and fine sand and stones inside the pavement slab are washed by rainwater in use, and the construction waste and fine sand and stones are limited by the loading frame and the storage plate and cannot flow into rivers, so that the pavement slab can be safely used and cannot be damaged by leakage. Also can be according to actual road needs, utilize the horizontal pole to peg graft and fix in the inside of locating hole, all install at the both ends of underframe and deposit the board and load the frame, adapt to the demand that different roads were built, adaptability is strong. The joint is fixed through the joint of side and the mutual joint of jack between the underframe, and fixed convenient and fast between the adjacent underframe, stability can be good, is difficult for empting, can be safe at the bottom sprag construction waste.
2. Through constituteing the bracing piece with a plurality of connecting rod for the change that quantity freedom that the work in the bracing piece can be through the increase and decrease connecting rod adapts to different road surface plate thicknesses. After the road bed is paved with one deck construction waste, can be according to the road surface height that actual need built, the connecting rod is pegged graft in proper order on first bracing piece and the second bracing piece top on underframe upper portion, and then continue to deposit the board and load the frame at the outside joint installation of two sets of first bracing pieces and second bracing piece, the board is deposited to the upper end and the inside in the card hole that the board was deposited at the lower extreme and loaded frame top both sides is pegged graft through the pole setting of bottom both sides with loading the frame, different length can be changed through the screw thread according to the needs of reality to pole setting and horizontal pole, adapt to different work demands. The storage plates at the upper end and the lower end are clamped with the loading frame, so that the strength can be increased after the storage plates are extruded by construction waste in work, the storage plates are not easily extruded and deformed by sand and stones, and the storage plates are not easily fallen off after being stressed.
3. Through the top joint top frame at the bracing piece for after road surface discarded object was laid and is put in order, can install a top frame at the upper portion joint of every underframe. The equal joint in the inside hole of top frame of the top of the first bracing piece of both sides and second bracing piece, the top frame is difficult for droing, can separate into a plurality of mutually independent individualities at the fixed underframe in upper portion with the decking, and decking upper portion is difficult for scattering, can be firm use. And in the process of compacting engineering machinery on the road surface of construction waste, after the loading frame, the first supporting rod and the second supporting rod are subjected to the pressure of the upper part, the buffer layer in the middle part plays a role in damping and buffering, can contract up and down to move, further changes the height, can be extruded along with the waste, and cannot deform or be damaged after being subjected to the pressure. The service life is prolonged, the road surface plate has good contractibility, can adapt to the expansion of the follow-up road surface plate, and can be stably fixed.
4. Utilize sliding tray activity joint slide through the side at the bracing piece for from upwards increasing the height down in the work, when board and loading frame are deposited in the installation, can promote the slide and reciprocate in the inside of sliding tray according to the height of bottom construction waste, adapt to unevenness's construction waste. The storage plate and the loading frame can be normally installed and used. This reinforced structure can be so that the road base board in use, receive the erodeing of rainwater, inside discarded object and grit inside get into the rainwater after, receive all around and deposit the board and load frame and curb plate, the restriction of fixed plate and first bracing piece and second bracing piece, both ends receive the restriction of top frame and underframe from top to bottom, can not take place to flow, inside gravel and sand can not flow to in the river, the road deck board can keep safe use, can not take place to collapse, can be on the road in mountain area long-term use.
Drawings
In order to facilitate understanding for those skilled in the art, the present invention will be further described with reference to the accompanying drawings.
Fig. 1 is a schematic view of the overall structure of the present invention.
Fig. 2 is a schematic isometric view of fig. 1 according to the present invention.
Fig. 3 is an exploded perspective view of fig. 1 according to the present invention.
Fig. 4 is a schematic view of the first support rod mounting structure of the present invention.
FIG. 5 is a schematic view of a loading frame according to the present invention.
Fig. 6 is a schematic view of the mounting structure of the connecting rod of the present invention.
Fig. 7 is a schematic view of a bottom frame structure according to the present invention.
Fig. 8 is an enlarged detail view of the point a in fig. 3 according to the present invention.
FIG. 9 is a top view of the top frame of the present invention.
Fig. 10 is a schematic view of the internal structure of the sliding groove of the present invention.
In the figure: 1. a bottom frame; 2. a loading frame; 3. a storage plate; 4. a spacer; 5. a top frame; 6. a first support bar; 7. a side plate; 8. a jack; 9. a second support bar; 10. an internal bore; 11. perforating; 12. positioning holes; 13. a connecting rod; 14. a buffer layer; 15. a clamping hole; 16. erecting a rod; 17. a cross bar; 18. a raised head; 19. a stabilization well; 20. a slide plate; 21. a groove; 22. a fixing plate; 23. a clamping head; 24. an asphalt layer; 25. a non-slip mat; 26. a sliding groove.
Detailed Description
The technical solutions of the present invention will be described clearly and completely with reference to the following embodiments, and it should be understood that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-10, a mountain area river-following highway construction waste pavement slab reinforced structure comprises a bottom frame 1, a loading frame 2, a storage plate 3 and a top frame 5, wherein two groups of first support rods 6 and second support rods 9 are vertically welded on two sides of the interior of the bottom frame 1, the first support rods 6 and the second support rods 9 are formed by mutually splicing a plurality of connecting rods 13 which are longitudinally arranged from top to bottom, a side plate 7 is fixedly arranged between the connecting rods 13 on two sides of one end, a fixing plate 22 is fixedly arranged between the connecting rods 13 on two sides of the other end, the loading frame 2 is arranged between the two connecting rods 13 on one side, and the storage plate 3 is arranged between the two connecting rods 13 on the other side;
a horizontally arranged top frame 5 is clamped and mounted at the top of the bottom frame 1, two groups of inner holes 10 are longitudinally formed in two sides of the interior of the top frame 5, the tops of the inner holes 10 are arranged in a sealing mode, buffer layers 14 are mounted in the middle of the connecting rod 13 and the middle of the loading frame 2, the interior of the loading frame 2 is arranged in a hollow mode, and the loading frame 2 and one side, close to the second support rod 9 and one side, of the storage plate 3, of the first support rod 6 are arranged in a penetrating mode;
the top middle-end of connecting rod 13 is provided with stabilizer hole 19, the welding of bottom middle-end has plush copper 18, connecting rod 13 of upper end passes through plush copper 18 grafting stabilizer hole 19, and all be provided with sliding tray 26 along the direction of height in the middle part of the both sides of connecting rod 13, sliding tray 26's inside joint has slide 20, slide 20's middle part is run through and is provided with locating hole 12, the equal horizontal threaded connection in one side both ends of loading frame 2 and storage plate 3 has horizontal pole 17, and horizontal pole 17 pegs graft in the inside of locating hole 12.
As a technical optimization scheme of the invention, the edge of the storage plate 3 is provided with a bulge, the bottom of the storage plate 3 is horizontally arranged, the top end of the interior is provided with the separation frame 4, and the bulge can block the internal construction waste so that the construction waste cannot fall from the upper part of the storage plate 3. The horizontal arrangement makes the discarded object difficult for taking place to roll, and stability can be good. The separating frame 4 separates the waste inside, and further improves the storage stability.
As a technical optimization scheme of the invention, the middle part of the side plate 7 is provided with the jack 8, the middle part of the fixed plate 22 is connected with the clamping joint 23, the size of the clamping joint 23 is matched with that of the jack 8, and when the bottom frames 1 are fixedly connected with each other, the clamping joint 23 is inserted into the jack 8 adjacent to the side surface, so that the adjacent bottom frames 1 can be stably fixed, and the interior of the bottom frames is not easy to incline after building wastes are filled.
As a technical optimization scheme of the invention, the through holes 11 are formed in the middle ends of the interiors of the top frame 5 and the bottom frame 1, the size of the top frame 5 is the same as that of the bottom frame 1, the through holes 11 are convenient for storing wastes, the construction wastes can leak out of the upper part of the pavement slab for walking, and meanwhile, the top frame 5 can uniformly separate the wastes on the pavement slab and can uniformly separate the wastes up and down, so that the integral stability of the pavement slab is facilitated, and the interior of the pavement slab is not easy to leak and collapse.
As a technical optimization scheme of the invention, the middle parts of the two ends of the top of the loading frame 2 are both vertically provided with clamping holes 15, the middle parts of the two ends of the bottom of the loading frame 2 are both in threaded connection with vertical rods 16 which are longitudinally arranged, when the loading frames 2 at the upper end and the lower end are mutually clamped, the loading frame 2 at the upper end is inserted into the clamping holes 15 at the two sides of the upper part of the loading frame 2 at the lower end through the vertical rods 16 at the two sides of the bottom, and the two loading frames 2 are stably connected.
As a technical optimization scheme of the invention, the grooves 21 are respectively arranged between the periphery of the bottom frame 1 and the side surfaces of the through holes 11 in the middle, the side edges of the through holes 11 are as high as the bottom frame 1, the bottom frame 1 can adapt to the top of an uneven roadbed when being placed on the roadbed, and the grooves 21 can place convex objects in the bottom frame 1, so that the bottom frame 1 is more stable when being placed.
As a technical optimization scheme of the invention, the asphalt layer 24 is fixedly arranged on the upper part of the top frame 5, the inner side surface of the sliding groove 26 is connected with the non-slip mat 25, the inner size of the sliding groove 26 is matched with the size of the sliding plate 20, and the asphalt layer 24 can not only protect the top frame 5 from being damaged easily, but also increase the friction force of the pavement slab and adapt to the daily requirements of the pavement slab. The non-slip mat 25 increases the friction of the slide plate 20 inside the slide groove 26 so that it does not shake during use.
As a technical optimization scheme of the invention, the concrete steps of the reinforced structure comprise:
the method comprises the following steps: placing a plurality of bottom frames 1 on a riverbed along a mountainous area to be trimmed, and clamping and installing storage plates 3 and loading frames 2 at two sides of the upper part of the bottom frames 1 through first support rods 6 and second support rods 9 at two ends; the bottom frame 1 is clamped and fixed with each other through a clamping joint 23 on the side surface and a jack 8; in the installation process, the loading frame 2 is installed at one side close to the river side, the storage plate 3 is installed at one side close to the mountain, and the storage plate 3 and the loading frame 2 can be installed at two ends of the bottom frame 1 according to actual road requirements;
step two: dumping construction wastes required to be used at the upper part of the bottom frame 1, wherein the wastes are respectively scattered in the storage plates 3 and the loading frames 2 at two sides and between the storage plates 3 and the loading frames 2, after a layer of construction wastes is fully paved on a roadbed, connecting rods 13 are sequentially inserted at the top ends of first supporting rods 6 and second supporting rods 9 at the upper part of the bottom frame 1 according to the road height constructed according to actual needs, and further continuously installing the storage plates 3 and the loading frames 2 at the outer sides of the two groups of first supporting rods 6 and second supporting rods 9 in a clamping manner; the storage plate 3 at the upper end and the loading frame 2 are inserted into the clamping holes 15 at the two sides of the top of the storage plate 3 at the lower end and the loading frame 2 through the vertical rods 16 at the two sides of the bottom;
step three: dumping waste on the roadbed for bedding, and sequentially dumping the construction waste layer by layer from the bottom to the top until the thickness of the waste reaches the thickness standard required by the pavement slab; after finishing paving, a top frame 5 is clamped and mounted at the upper part of each bottom frame 1, and the tops of the first support rod 6 and the second support rod 9 at the two sides are clamped and mounted in an inner hole 10 in the top frame 5; the engineering machinery compacts on the road surface of the construction waste, the waste is extruded downwards, the buffer layer 14 in the middle shrinks and moves up and down after the loading frame 2, the first supporting rod 6 and the second supporting rod 9 are pressed by the upper parts, and the height is changed, so that the waste can be extruded together;
step four: increase the height from the bottom upwards, when installing and depositing board 3 and loading frame 2, can promote slide 20 and reciprocate in the inside of sliding tray 26 according to the height of bottom construction waste, adapt to unevenness's construction waste.
When the device is used, a plurality of bottom frames 1 are placed on a riverbed along a mountainous area to be trimmed, and the storage plates 3 and the loading frames 2 are clamped and installed on two sides of the upper part of the bottom frames 1 through the first supporting rods 6 and the second supporting rods 9 at two ends. The joint 23 through the side between the underframe 1 is fixed with the mutual joint of jack 8, and fixed convenient and fast, stability can be good between the adjacent underframe 1, is difficult for empting, can be safe at the bottom sprag construction waste. In the installation, will load frame 2 and install that one side near the river side, storage plate 3 is installed and is close to mountain one side, and the inside building waste of pavement board in use and tiny gravel receive the rainwater to erode the back, receive the restriction of loading frame 2 and can not flow to the river, can keep the safe use of pavement board, can not receive the leakage damage. The cross rod 17 can be inserted into the positioning hole 12 for fixing according to actual road requirements, and the storage plate 3 and the loading frame 2 are arranged at two ends of the bottom frame 1.
The construction waste required to be used is poured on the upper portion of the bottom frame 1, the waste is respectively scattered in the storage plates 3 and the loading frames 2 on the two sides and between the storage plates 3 and the loading frames 2, meanwhile, fine sand and stones with small particles are poured into the building, the gaps inside the building are filled, and the road slab is more stable and firm.
After the road bed is paved with one deck construction waste, can be according to the road surface height that actual need built, connecting rod 13 pegs graft in proper order on first bracing piece 6 and the 9 tops of second bracing piece on underframe 1 upper portion, increase the height of bracing piece, and then continue to deposit board 3 and load frame 2 at the outside joint installation of two sets of first bracing pieces 6 and second bracing piece 9, the board 3 is deposited and load frame 2 to the upper end is pegged graft in the inside of depositing board 3 and the card hole 15 of loading frame 2 top both sides at the lower extreme through the pole setting 16 of bottom both sides, pole setting 16 and horizontal pole 17 can be according to the needs of reality through the different length of screw thread change, adapt to different work demands. The storage plates 3 at the upper end and the lower end are clamped with the loading frame 2, so that the strength can be increased after the construction waste is extruded in work, the construction waste is not easily extruded and deformed by sand and stones, and the construction waste is not easily fallen off after being stressed.
Then dumping the waste on the roadbed for paving. The construction wastes are poured layer by layer from the bottom to the top in sequence until the thickness of the wastes reaches the thickness standard required by the road slab, so that the construction method is suitable for the requirements of building different road slabs. After finishing laying, a top frame 5 is clamped and installed at the upper part of each bottom frame 1. The equal joint in the inside hole 10 of top frame 5 of the top of the first bracing piece 6 of both sides and second bracing piece 9, top frame 5 is difficult for droing, can separate into a plurality of mutually independent individualities at the fixed underframe 1 in upper portion with the road deck, and road deck upper portion is difficult for scattering, can be firm use. The construction waste is compacted on the road surface by using the engineering machinery, and the waste is extruded downwards, so that the interior of the construction waste is firmer. In the compaction process, load frame 2, first bracing piece 6 and second bracing piece 9 and receive the pressure on upper portion after, the buffer layer 14 in middle part plays the effect of shock attenuation buffering, and the shrink moves from top to bottom, and then changes the height, can be extruded along with the discarded object together, and can not warp the damage after receiving pressure. The service life is prolonged, the road surface plate has good contractibility, can adapt to the expansion of the follow-up road surface plate, and can be stably fixed.
And when the height of the storage plate 3 and the loading frame 2 is increased from bottom to top, the sliding plate 20 can be pushed to move up and down in the sliding groove 26 according to the height of the bottom construction waste, so that the storage plate is suitable for the rugged construction waste. The storage plate 3 and the loading frame 2 can be normally installed and used.
Road base board in use receives the erodeing of rainwater, inside discarded object and grit inside get into the rainwater after, receive all around to deposit board 3 and load frame 2 and curb plate 7, fixed plate 22 and the restriction of first bracing piece 6 and second bracing piece 9, both ends receive the restriction of top frame 5 and underframe 1 from top to bottom, can not take place to flow, inside gravel and sand can not flow to in the river, the road deck board can keep safe use, can not take place to collapse, can be on the road of mountain area long-term use.
The preferred embodiments of the invention disclosed above are intended to be illustrative only. The preferred embodiments are not intended to be exhaustive or to limit the invention to the precise embodiments disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and the practical application, to thereby enable others skilled in the art to best utilize the invention. The invention is limited only by the claims and their full scope and equivalents.
Claims (8)
1. The utility model provides a mountain area along river highway building discarded object way board reinforced structure, its characterized in that, includes underframe (1), loads frame (2), storage plate (3) and top frame (5), the inside both sides of underframe (1) all vertical welding have two sets of first bracing piece (6) and second bracing piece (9), first bracing piece (6) and second bracing piece (9) from last to down by a plurality of vertically set up connecting rod (13) peg graft each other and form, all fixed mounting has curb plate (7) between the connecting rod (13) of one end both sides, all fixed mounting has fixed plate (22) between the connecting rod (13) of the other end both sides, install between two of one side connecting rod (13) load frame (2), install between two of the other side connecting rod (13) and deposit plate (3);
a horizontally arranged top frame (5) is clamped and mounted at the top of the bottom frame (1), two groups of inner holes (10) are longitudinally formed in two sides of the inside of the top frame (5), the tops of the inner holes (10) are arranged in a sealing mode, buffer layers (14) are mounted in the middle of the connecting rod (13) and the middle of the loading frame (2), the inside of the loading frame (2) is arranged in a hollow mode, and the loading frame (2) and one side, close to the second support rod (9) and one side, close to the first support rod (6), of the storage plate (3) are arranged in a penetrating mode;
the improved structure of the storage rack is characterized in that a stable hole (19) is formed in the middle end of the top of the connecting rod (13), a raised head (18) is welded at the middle end of the bottom of the connecting rod (13), the connecting rod (13) at the upper end is connected with the stable hole (19) in an inserting mode through the raised head (18), sliding grooves (26) are formed in the middle portions of the two sides of the connecting rod (13) in the height direction, sliding plates (20) are clamped inside the sliding grooves (26), positioning holes (12) are formed in the middle portions of the sliding plates (20) in a penetrating mode, transverse rods (17) are horizontally and threadedly connected to the two ends of one side of the loading frame (2) and the two ends of.
2. The mountain area river-following highway construction waste pavement slab reinforced structure of claim 1, wherein the edge of the storage plate (3) is provided with a protrusion, the bottom of the storage plate (3) is horizontally arranged, and the top end of the interior of the storage plate is provided with a separation frame (4).
3. The mountain area river-following highway construction waste pavement slab reinforced structure of claim 1, wherein the middle part of the side plate (7) is provided with a jack (8), the middle part of the fixing plate (22) is connected with a snap joint (23), and the size of the snap joint (23) is matched with the size of the jack (8).
4. The mountain area river-following highway construction waste pavement slab reinforced structure of claim 1, characterized in that the inside middle ends of the top frame (5) and the bottom frame (1) are provided with perforations (11), and the size of the top frame (5) is the same as that of the bottom frame (1).
5. The mountain area river-following highway construction waste pavement slab reinforced structure as claimed in claim 1, wherein the middle parts of both ends of the top of the loading frame (2) are vertically provided with clamping holes (15), and the middle parts of both ends of the bottom of the loading frame (2) are in threaded connection with vertical rods (16) which are longitudinally arranged.
6. The mountain area river-following highway construction waste pavement slab reinforced structure of claim 1, characterized in that, all be provided with recess (21) between the perforation (11) side in the bottom of underframe (1) all around and the middle part, and the side of perforation (11) is the same with underframe (1) highly.
7. The mountain area river-following highway construction waste pavement slab reinforced structure of claim 1, wherein an asphalt layer (24) is fixedly installed on the upper portion of the top frame (5), and a non-slip mat (25) is connected to the inner side of the sliding groove (26), and the inner size of the sliding groove (26) matches with the size of the sliding plate (20).
8. The mountain area river-following highway construction waste pavement slab reinforced structure of claim 1, wherein the reinforced structure is used by the concrete steps of:
the method comprises the following steps: placing a plurality of bottom frames (1) on a riverbed in a mountainous area to be trimmed, and clamping and installing storage plates (3) and loading frames (2) at two sides of the upper part of each bottom frame (1) through first support rods (6) and second support rods (9) at two ends; the bottom frames (1) are mutually clamped and fixed through clamping joints (23) on the side surfaces and jacks (8); in the installation process, the loading frame (2) is installed at one side close to the river side, the storage plate (3) is installed at one side close to the mountain, or the storage plate (3) and the loading frame (2) are installed at two ends of the bottom frame (1) according to actual road requirements;
step two: dumping construction waste required to be used at the upper part of the bottom frame (1), respectively scattering the waste in the storage plates (3) and the loading frames (2) at the two sides and between the storage plates (3) and the loading frames (2), sequentially inserting connecting rods (13) at the top ends of first supporting rods (6) and second supporting rods (9) at the upper part of the bottom frame (1) according to the road height constructed according to actual needs after a layer of construction waste is fully paved on a roadbed, and further continuously installing the storage plates (3) and the loading frames (2) at the outer sides of the two groups of first supporting rods (6) and second supporting rods (9) in a clamping manner; the upper end storage plate (3) and the loading frame (2) are inserted into the clamping holes (15) at the two sides of the top of the lower end storage plate (3) and the loading frame (2) through the vertical rods (16) at the two sides of the bottom;
step three: dumping waste on the roadbed for bedding, and sequentially dumping the construction waste layer by layer from the bottom to the top until the thickness of the waste reaches the thickness standard required by the pavement slab; after finishing paving, a top frame (5) is clamped and mounted at the upper part of each bottom frame (1), and the tops of the first supporting rod (6) and the second supporting rod (9) at two sides are clamped and connected in an inner hole (10) in the top frame (5); the engineering machinery is compacted on the road surface of the construction waste, the waste is extruded downwards, and after the loading frame (2), the first supporting rod (6) and the second supporting rod (9) are pressed by the upper parts, the buffer layer (14) in the middle is contracted and moved up and down, so that the height is changed, and the waste can be extruded together;
step four: when the height is increased from bottom to top and the storage plate (3) and the loading frame (2) are installed, the sliding plate (20) is pushed to move up and down in the sliding groove (26) according to the height of the bottom construction waste, so that the novel storage device is suitable for the rugged construction waste.
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