CN109778646A - A kind of mountain area subgrade river side building castoff road deck ruggedized construction - Google Patents
A kind of mountain area subgrade river side building castoff road deck ruggedized construction Download PDFInfo
- Publication number
- CN109778646A CN109778646A CN201910193464.1A CN201910193464A CN109778646A CN 109778646 A CN109778646 A CN 109778646A CN 201910193464 A CN201910193464 A CN 201910193464A CN 109778646 A CN109778646 A CN 109778646A
- Authority
- CN
- China
- Prior art keywords
- frame
- support bar
- loading frame
- storing board
- building castoff
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Landscapes
- Road Paving Structures (AREA)
Abstract
The invention discloses a kind of mountain area subgrade river side building castoff road deck ruggedized constructions, including bottom frame, loading frame, storing board and top frame, the inside two sides of the bottom frame are welded with two groups of first support bars and second support bar vertically, the first support bar and second support bar are mutually inserted by several longitudinally disposed connecting rods from top to bottom, side plate is fixedly installed between the connecting rod of one end two sides, fixed plate is fixedly installed between the connecting rod of other end two sides, loading frame is installed between two connecting rods of side, storing board is installed between two connecting rods of the other side.The ruggedized construction can make base board in use, by rainwash, after entering rainwater inside internal waste and sandstone, it will not flow, internal sandstone will not flow in river, road deck is able to maintain safe use, and avalanche will not occur, can the prolonged use on the road in mountain area.
Description
Technical field
The present invention relates to a kind of road deck ruggedized constructions, and in particular to a kind of mountain area subgrade river side building castoff road deck
Ruggedized construction belongs to road construction application field.
Background technique
Road deck is road surface of the road top for pedestrian and vehicle to run, and the type of road deck is varied, can be according to road
The different demands on road are built.In order to save material, the expense of construction is reduced, often the place remote in mountain area is given up using building
Gurry can allow road normally to walk and reduce expense as material is built.
Road deck needs to be reinforced using ruggedized construction after building, but existing mountain area subgrade river side building castoff
There are still certain deficiencies in use for road deck ruggedized construction.Existing mountain area subgrade river side building castoff road deck is reinforced
The consolidation effect of structure road pavement is bad, cannot uniformly be separated the inside of road deck, the road that building castoff is built
Panel is easy to fall into korneforos, influences the stream in river by leakage avalanche is easy to happen after the impact of rainwater by the sandstone of proximal edge
It drops down.The service life of road is short, and is easy to happen danger in traveling, and the safety of Pedestrians and vehicles cannot be ensured in mountain area.
Summary of the invention
The purpose of the present invention is to provide a kind of mountain area subgrade river side building castoff road deck ruggedized constructions, can solve
The consolidation effect of existing mountain area subgrade river side building castoff road deck ruggedized construction road pavement is bad, cannot be uniformly by road
The inside of panel is separated, and the road deck that building castoff is built is leaned on by leakage avalanche is easy to happen after the impact of rainwater
The sandstone of proximal edge are easy to fall into korneforos, influence the trickling in river.The service life of road is short, and is easy to happen danger in traveling
Danger cannot ensure the technical problem of the safety of Pedestrians and vehicles in mountain area.
The purpose of the present invention can be achieved through the following technical solutions:
A kind of mountain area subgrade river side building castoff road deck ruggedized construction, including bottom frame, loading frame, storing board and top
Frame, the inside two sides of the bottom frame are welded with two groups of first support bars and second support bar vertically, the first support bar and
Second support bar is mutually inserted by several longitudinally disposed connecting rods from top to bottom, between the connecting rod of one end two sides
It is fixedly installed with side plate, fixed plate, two connecting rods of side are fixedly installed between the connecting rod of other end two sides
Between loading frame is installed, storing board is installed between two connecting rods of the other side.
The top clamping of the bottom frame is equipped with horizontally disposed top frame, and the inside two sides of the top frame are vertically arranged with
Two groups of internal holes, the top of the internal holes are in sealed set, are mounted on buffer layer in the middle part of the connecting rod and loading frame,
And the inside of the loading frame is in hollow setting, the loading frame and storing board are close to second support bar and first support bar side
In perforation setting.
The top middle-end of the connecting rod is provided with stable hole, and bottom middle-end is welded with plush copper, the connecting rod of upper end
Stablize hole by plush copper grafting, and two middle side parts of the connecting rod are provided with sliding groove, the sliding along short transverse
The inside of slot is connected with slide plate, is provided through location hole in the middle part of slide plate, and the side both ends of the loading frame and storing board are equal
Horizontal screw thread is connected with cross bar, and the cross bar is plugged on the inside of location hole.
Preferably, the edge of the storing board is provided with protrusion, and the bottom of storing board is in horizontally disposed, inner tip peace
Equipped with separation frame.
Preferably, it is provided with jack in the middle part of the side plate, clamping joint, the size of clamping joint are connected in the middle part of fixed plate
Match with the size of jack.
Preferably, the top frame and the inside middle-end of bottom frame are provided with perforation, and the size of the size of top frame and bottom frame
It is identical.
Preferably, it is vertically arranged with card hole in the middle part of the top both ends of the loading frame, and in the bottom both ends of loading frame
Portion is threaded with longitudinally disposed upright bar.
Preferably, groove is provided between the side of the perforation of the bottom surrounding and middle part of the bottom frame, and perforate
Side is identical as the height of bottom frame.
Preferably, the top of the top frame is fixedly installed with bitumen layer, and the inner side of sliding groove is connected with non-slip mat,
And the inside dimension of sliding groove and the size of slide plate match.
Preferably, the specific steps which uses include:
Step 1: several bottom frames being placed in Subgrade of Mountain Area to be trimmed, is passed through in the top two sides of bottom frame
First support bar and second support bar clamping the installation storing board and loading frame at both ends；Between bottom frame by the clamping joint of side and
Jack mutually connects and fixes；In installation process, loading frame is arranged close to that side of river bank, storing board is arranged close to mountain
Body side can also be respectively mounted storing board and loading frame at the both ends of bottom frame according to actual road needs；
The required building castoff used: being poured over the top of bottom frame by step 2, and waste is scattered in two sides respectively
Between storing board and the inside and storing board and loading frame of loading frame, after one layer of building castoff is paved on roadbed, according to reality
Border needs the pavement-height built, in the first support bar on bottom frame top and second support bar top successively plug connection bar, into
And continue to be clamped installation storing board and loading frame in the outside of two groups of first support bars and second support bar；The storing board of upper end and
Loading frame is plugged on the inside of the card hole of two sides at the top of lower end storing board and loading frame by the upright bar of two sides of the bottom；
Step 3: then toppling over waste on roadbed and carry out place mat, bottom-up successively toppling over and build in layer
Waste is built, until thickness calibration needed for the thickness arrival road deck of waste；Spread it is whole after, on the top of each bottom frame
Clamping one top frame of installation, the first support bar of two sides and the top of second support bar are connected to the internal holes inside top frame
In；Engineering machinery is compacted on the road surface of building castoff, is pressed down against waste, loading frame, first support bar and
After two support rods are by the pressure on top, the buffer layer at middle part shrinks movement up and down, and then changes height, can be with waste one
It rises and is extruded；
Step 4: increasing height from bottom to top, can be according to bottom building castoff when installing storing board and loading frame
Highly, it pushes slide plate to move up and down in the inside of sliding groove, adapts to rough building castoff.
Beneficial effects of the present invention:
1, by installing first support bar and second support bar in the top two sides of bottom frame, and pacify in the outer clamping of support rod
Fill storing board and loading frame.So that using the building castoff and tiny sandstone of Road panel itself by rain drop erosion after,
The use of road deck safety will not be able to maintain to trickling in river by being limited by loading frame and storing board, not will receive leakage damage
It is bad.It can also be fixed according to actual road needs using the inside that cross bar is plugged on location hole, be pacified at the both ends of bottom frame
Storing board and loading frame are filled, the demand of different constructing roads is adapted to, it is adaptable.Pass through the clamping joint of side between bottom frame
Mutually connect and fix, be fixed conveniently between adjacent bottom frame quick with jack, stability is good, be not easy to topple over, can safety the bottom of at
Portion supports building castoff.
2, by the way that several connecting rods are formed support rod, the height of support rod in working is allowed to pass through increase and decrease connection
The quantity of bar freely changes, and adapts to the thickness of different road decks.It, can be according to reality after being paved with one layer of building castoff on roadbed
The pavement-height for needing to build, in the first support bar on bottom frame top and second support bar top successively plug connection bar, in turn
Continue to be clamped installation storing board and loading frame, the storing board and dress of upper end in the outside of two groups of first support bars and second support bar
Carry the inside that frame is plugged on the card hole of two sides at the top of lower end storing board and loading frame by the upright bar of two sides of the bottom, upright bar and cross bar
Different length can be replaced by screw thread according to the actual needs, adapts to different work requirements.The storing board of upper and lower ends
It is mutually clamped with loading frame, so that can increase intensity by after the extruding of building castoff in work, is not easy to squeeze change by sandstone
Shape, it is not easily to fall off after stress.
3, by being clamped top frame at the top of support rod, so that after waste paving in road surface is whole, it can be in each bottom frame
Top clamping installation one top frame.The first support bar of two sides and the top of second support bar are connected to interior inside top frame
In portion hole, top frame is not easily to fall off, road deck can be separated into several mutually independent individuals, road surface in the fixed bottom frame in top
Plate top is not easy to be scattered, can firmly carry out using.And engineering machinery in compacting process, loads on the road surface of building castoff
After frame, first support bar and second support bar are by the pressure on top, the buffer layer at middle part plays the role of damping, buffering, on energy
Lower contraction movement, and then change height, can be extruded together with waste, and will not deformed damaged after being under pressure.It uses
Service life extends, and has good shrinkage, adapts to the expansion of subsequent road deck, can stablize the panel that satisfies the need and be fixed.
4, by being clamped slide plate using sliding groove activity in the side of support rod, so that increasing from bottom to top in work high
Degree when installing storing board and loading frame, can push slide plate on the inside of sliding groove according to the height of bottom building castoff
Lower movement, adapts to rough building castoff.Guarantee that storing board and loading frame can be installed and used normally.The reinforcing knot
Structure can make base board in use, by rainwash, after entering rainwater inside internal waste and sandstone, and surrounding
Limited by storing board and loading frame and side plate, fixed plate and first support bar and second support bar, upper and lower ends by
The limitation of top frame and bottom frame will not be flowed, and internal sandstone will not flow in river, and road deck is able to maintain safe use,
Avalanche will not occur, it can the prolonged use on the road in mountain area.
Detailed description of the invention
In order to facilitate the understanding of those skilled in the art, the present invention will be further described below with reference to the drawings.
Fig. 1 is overall structure of the present invention.
Fig. 2 is the isometric structural schematic diagram of Fig. 1 of the present invention.
Fig. 3 is the stereochemical structure decomposing schematic representation of Fig. 1 of the present invention.
Fig. 4 is first support bar mounting structure schematic diagram of the present invention.
Fig. 5 is loading frame structural schematic diagram of the present invention.
Fig. 6 is connecting rod mounting structure schematic diagram of the present invention.
Fig. 7 is base frame construction schematic diagram of the present invention.
Fig. 8 is details enlarged structure schematic diagram at the A of Fig. 3 of the present invention.
Fig. 9 is top frame top structure schematic diagram of the present invention.
Figure 10 is sliding groove schematic diagram of internal structure of the present invention.
In figure: 1, bottom frame；2, loading frame；3, storing board；4, separation frame；5, top frame；6, first support bar；7, side plate；8,
Jack；9, second support bar；10, internal holes；11, it perforates；12, location hole；13, connecting rod；14, buffer layer；15, card hole；16,
Upright bar；17, cross bar；18, plush copper；19, stablize hole；20, slide plate；21, groove；22, fixed plate；23, clamping joint；24, bitumen layer；
25, non-slip mat；26, sliding groove.
Specific embodiment
Technical solution of the present invention is clearly and completely described below in conjunction with embodiment, it is clear that described reality
Applying example is only a part of the embodiment of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, this field is general
Logical technical staff all other embodiment obtained without creative efforts belongs to what the present invention protected
Range.
It please refers to shown in Fig. 1-10, a kind of mountain area subgrade river side building castoff road deck ruggedized construction, including bottom frame 1,
Loading frame 2, storing board 3 and top frame 5, the inside two sides of bottom frame 1 are welded with two groups of first support bars 6 and second support bar vertically
9, first support bar 6 and second support bar 9 are mutually inserted by several longitudinally disposed connecting rods 13 from top to bottom, one end
It is fixedly installed with side plate 7 between the connecting rod 13 of two sides, is fixedly installed with fixation between the connecting rod 13 of other end two sides
Plate 22 is equipped with loading frame 2 between two connecting rods 13 of side, is equipped with storing board between two connecting rods 13 of the other side
3；
The top clamping of bottom frame 1 is equipped with horizontally disposed top frame 5, and the inside two sides of top frame 5 are vertically arranged with two groups
Internal holes 10, the tops of internal holes 10 are in sealed set, and the middle part of connecting rod 13 and loading frame 2 is mounted on buffer layer 14, and
The inside of loading frame 2 is in close to second support bar 9 and 6 side of first support bar in hollow setting, loading frame 2 and storing board 3
Perforation setting；
The top middle-end of connecting rod 13 is provided with stable hole 19, and bottom middle-end is welded with plush copper 18, the connecting rod 13 of upper end
Stablize hole 19 by 18 grafting of plush copper, and two middle side parts of connecting rod 13 are provided with sliding groove 26 along short transverse, sliding
The inside of slot 26 is connected with slide plate 20, and the middle part of slide plate 20 is provided through location hole 12, the side of loading frame 2 and storing board 3
The equal horizontal screw thread in both ends is connected with cross bar 17, and cross bar 17 is plugged on the inside of location hole 12.
As a kind of technical optimization scheme of the invention, the edge of storing board 3 is provided with protrusion, and the bottom of storing board 3
In horizontally disposed, inner tip is equipped with separation frame 4, and protrusion can stop internal building castoff, so that it will not from
The top of storing board 3 is fallen.It is horizontally disposed with so that waste is not susceptible to roll, stability is good.Separation frame 4 gives up internal
Gurry is separated, the further stability for improving storage.
As a kind of technical optimization scheme of the invention, the middle part of side plate 7 is provided with jack 8, and the middle part of fixed plate 22 connects
It is connected to clamping joint 23, the size of clamping joint 23 and the size of jack 8 match, when bottom frame 1 is fixedly connected between each other, clamping joint
23 are inserted into inside the adjacent jack 8 in side, can stablize fixed adjacent bottom frame 1, are packed into its inside after building castoff not
Easily inclination.
As a kind of technical optimization scheme of the invention, the inside middle-end of top frame 5 and bottom frame 1 is provided with perforation 11, and
The size of top frame 5 is identical as the size of bottom frame 1, and perforation 11 facilitates the storage of waste, and building castoff can be in road deck
Top is leaked out to be used for walking, while the waste on road deck can be carried out even partition by top frame 5, and is separated up and down unanimously,
The monolithic stability of advantageous road deck makes to be not susceptible to leakage avalanche inside it.
As a kind of technical optimization scheme of the invention, it is vertically arranged with card hole 15 in the middle part of the top both ends of loading frame 2,
And longitudinally disposed upright bar 16 is threaded in the middle part of the bottom both ends of loading frame 2, the loading frame 2 of upper and lower ends is mutually clamped
When, the loading frame 2 of upper end is plugged on inside the card hole 15 of 2 top two sides of lower end loading frame by the upright bar 16 of two sides of the bottom, and two
Stable connection between a loading frame 2.
As a kind of technical optimization scheme of the invention, between the side of the perforation 11 of the bottom surrounding and middle part of bottom frame 1
It is provided with groove 21, and the side of perforation 11 is identical as the height of bottom frame 1, bottom frame 1 adapts to bumps when being placed on roadbed
At the top of uneven roadbed, groove 21 can be internally placed by the object of protrusion, so that bottom frame 1 is more stable when placing.
As a kind of technical optimization scheme of the invention, the top of top frame 5 is fixedly installed with bitumen layer 24, and sliding groove 26
Inner side be connected with non-slip mat 25, and the inside dimension of sliding groove 26 and the size of slide plate 20 match, and bitumen layer 24 was both
Top frame 5 can be protected to be hardly damaged, and can increase the frictional force of road deck, adapt to the daily demand of road deck.Non-slip mat 25 increases
Frictional force of the slide plate 20 inside sliding groove 26 makes to shake in its use.
As a kind of technical optimization scheme of the invention, the specific steps which uses include:
Step 1: several bottom frames 1 are placed in Subgrade of Mountain Area to be trimmed, logical in the top two sides of bottom frame 1
The first support bar 6 and the clamping of second support bar 9 for crossing both ends install storing board 3 and loading frame 2；Pass through side between bottom frame 1
Clamping joint 23 and jack 8 mutually connect and fix；In installation process, loading frame 2 is arranged close to that side of river bank, storing board
3 are arranged close to massif side, can also be respectively mounted storing board 3 and loading frame at the both ends of bottom frame 1 according to actual road needs
2；
The required building castoff used: being poured over the top of bottom frame 1 by step 2, and waste is scattered in two sides respectively
Between the inside and storing board 3 of storing board 3 and loading frame 2 and loading frame 2, after one layer of building castoff is paved on roadbed, root
According to the pavement-height built of actual needs, on the first support bar 6 on 1 top of bottom frame and 9 top of second support bar, successively grafting connects
Extension bar 13, and then continue to be clamped installation storing board 3 and loading frame 2 in the outside of two groups of first support bars 6 and second support bar 9；
The storing board 3 and loading frame 2 of upper end are plugged on 2 top two sides of lower end storing board 3 and loading frame by the upright bar 16 of two sides of the bottom
Card hole 15 inside；
Step 3: then toppling over waste on roadbed and carry out place mat, bottom-up successively toppling over and build in layer
Waste is built, until thickness calibration needed for the thickness arrival road deck of waste；Spread it is whole after, in the upper of each bottom frame 1
Portion's clamping one top frame 5 of installation, the first support bar 6 of two sides and the top of second support bar 9 are connected to interior inside top frame 5
In portion hole 10；Engineering machinery is compacted on the road surface of building castoff, is pressed down against waste, and loading frame 2, first supports
After bar 6 and second support bar 9 are by the pressure on top, about 14 buffer layer at middle part shrinks movement, and then changes height, can be with
Waste be extruded together；
Step 4: increasing height from bottom to top, can be according to bottom building castoff when installing storing board 3 and loading frame 2
Height, push slide plate 20 moved up and down in the inside of sliding groove 26, adapt to rough building castoff.
In the use of the present invention, several bottom frames 1 are placed in Subgrade of Mountain Area to be trimmed, in the upper of bottom frame 1
First support bar 6 and second support bar 9 clamping the installation storing board 3 and loading frame 2 that portion two sides pass through both ends.Lead between bottom frame 1
The clamping joint 23 and jack 8 for crossing side mutually connect and fix, and are fixed conveniently between adjacent bottom frame 1 quick, stability is good, is not easy
Topple over, energy safety supports building castoff in bottom.In installation process, loading frame 2 is arranged close to that side of river bank,
Storing board 3 is arranged close to massif side, and road deck internal building castoff in use and tiny sandstone are by rainwater
After washing away, the use of road deck safety will not be able to maintain to trickling in river by being limited by loading frame 2, not will receive leakage damage
It is bad.It can also be fixed using the inside that cross bar 17 is plugged on location hole 12, according to actual road needs the two of bottom frame 1
End is respectively mounted storing board 3 and loading frame 2.
The required building castoff used is poured over to the top of bottom frame 1, waste is scattered in the storing board 3 of two sides respectively
The lesser fine stone of particle is poured between the inside and storing board 3 and loading frame 2 of loading frame 2, while in building interior, is filled out
Internal gap is filled, road deck is more stable and firm.
After being paved with one layer of building castoff on roadbed, the pavement-height that can be built according to actual needs, on 1 top of bottom frame
First support bar 6 and 9 top of second support bar successively plug connection bar 13, increase the height of support rod, and then continue at two groups
The outside of first support bar 6 and second support bar 9 clamping installation storing board 3 and loading frame 2, the storing board 3 and loading frame 2 of upper end
The inside of the card hole 15 of 2 top two sides of lower end storing board 3 and loading frame, 16 He of upright bar are plugged on by the upright bar 16 of two sides of the bottom
Cross bar 17 can replace different length by screw thread according to the actual needs, adapt to different work requirements.Upper and lower ends
Storing board 3 and loading frame 2 are mutually clamped, so that can increase intensity by after the extruding of building castoff in work, are not easy husky
Stone is squeezed and deformed, not easily to fall off after stress.
Then waste is toppled on roadbed carries out place mat.Bottom-up successively in layer topple over construction waste
Object, until thickness calibration needed for the thickness arrival road deck of waste, adapts to the demand that different road decks are built.Spread whole end
Afterwards, in the top of each bottom frame 1 clamping one top frame 5 of installation.The first support bar 6 of two sides and the top of second support bar 9 are equal
It is connected in the internal holes 10 inside top frame 5, top frame 5 is not easily to fall off, can be in the fixed bottom frame 1 in top, if road deck is separated into
A dry mutually independent individual, road deck top are not easy to be scattered, can firmly carry out using.Utilizing works machinery is in construction waste
It is compacted on the road surface of object, is pressed down against waste, made more solid inside it.In compacting process, loading frame 2, first
After strut 6 and second support bar 9 are by the pressure on top, the buffer layer 14 at middle part plays the role of damping, buffering, can receive up and down
Contracting movement, and then change height, it can be extruded together with waste, and will not deformed damaged after being under pressure.Service life
Extend, there is good shrinkage, adapt to the expansion of subsequent road deck, the panel that satisfies the need can be stablized and be fixed.
It, can be according to the height of bottom building castoff and when increasing height installation storing board 3 and loading frame 2 from bottom to top
Degree pushes slide plate 20 to move up and down in the inside of sliding groove 26, adapts to rough building castoff.Guarantee 3 He of storing board
Loading frame 2 can be installed and used normally.
Base board is in use, by rainwash, after entering rainwater inside internal waste and sandstone, surrounding by
To the limitation of storing board 3 and loading frame 2 and side plate 7, fixed plate 22 and first support bar 6 and second support bar 9, upper and lower ends
It is limited, will not be flowed by top frame 5 and bottom frame 1, internal sandstone will not flow in river, and road deck is able to maintain safe
It uses, avalanche will not occur, it can the prolonged use on the road in mountain area.
Present invention disclosed above preferred embodiment is only intended to help to illustrate the present invention.There is no detailed for preferred embodiment
All details are described, are not limited the invention to the specific embodiments described.Obviously, according to the content of this specification,
It can make many modifications and variations.These embodiments are chosen and specifically described to this specification, is in order to better explain the present invention
Principle and practical application, so that skilled artisan be enable to better understand and utilize the present invention.The present invention is only
It is limited by claims and its full scope and equivalent.
Claims (8)
1. a kind of mountain area subgrade river side building castoff road deck ruggedized construction, which is characterized in that including bottom frame (1), loading frame
(2), storing board (3) and top frame (5), the inside two sides of the bottom frame (1) are welded with two groups of first support bars (6) and vertically
Two support rods (9), the first support bar (6) and second support bar (9) are from top to bottom by several longitudinally disposed connecting rods
(13) it is mutually inserted, is fixedly installed with side plate (7), the connection of other end two sides between the connecting rod (13) of one end two sides
It is fixedly installed between bar (13) fixed plate (22), loading frame (2) is installed between the connecting rod (13) of two of side,
Storing board (3) are installed between the connecting rod (13) of two of the other side；
The top clamping of the bottom frame (1) is equipped with horizontally disposed top frame (5), and the inside two sides of the top frame (5) are longitudinal
Two groups of internal holes (10) are provided with, the top of the internal holes (10) is in sealed set, the connecting rod (13) and loading frame (2)
Middle part be mounted on buffer layer (14), and the inside of the loading frame (2) be in hollow setting, the loading frame (2) and storage
Plate (3) is in perforation setting close to second support bar (9) and first support bar (6) side；
The top middle-end of the connecting rod (13) is provided with stable hole (19), and bottom middle-end is welded with plush copper (18), the institute of upper end
It states connecting rod (13) and hole (19) is stablized by plush copper (18) grafting, and two middle side parts of the connecting rod (13) are along short transverse
It is provided with sliding groove (26), the inside of the sliding groove (26) is connected with slide plate (20), and the middle part of slide plate (20) is through setting
Have location hole (12), the equal horizontal screw thread in side both ends of the loading frame (2) and storing board (3) is connected with cross bar (17), and institute
State the inside that cross bar (17) is plugged on location hole (12).
2. a kind of mountain area subgrade river side building castoff road deck ruggedized construction according to claim 1, which is characterized in that
The edge of the storing board (3) is provided with protrusion, and the bottom of storing board (3), in being horizontally disposed with, inner tip is equipped with separation
Frame (4).
3. a kind of mountain area subgrade river side building castoff road deck ruggedized construction according to claim 1, which is characterized in that
It is provided with jack (8), is connected in the middle part of fixed plate (22) clamping joint (23) in the middle part of the side plate (7), clamping joint (23)
Size and the size of jack (8) match.
4. a kind of mountain area subgrade river side building castoff road deck ruggedized construction according to claim 1, which is characterized in that
The inside middle-end of the top frame (5) and bottom frame (1) is provided with perforation (11), and the size of the size of top frame (5) and bottom frame (1)
It is identical.
5. a kind of mountain area subgrade river side building castoff road deck ruggedized construction according to claim 1, which is characterized in that
It is vertically arranged with card hole (15) in the middle part of the top both ends of the loading frame (2), and equal spiral shell in the middle part of the bottom both ends of loading frame (2)
Line is connected with longitudinally disposed upright bar (16).
6. a kind of mountain area subgrade river side building castoff road deck ruggedized construction according to claim 1, which is characterized in that
It is provided with groove (21) between the side of the perforation (11) of the bottom surrounding and middle part of the bottom frame (1), and perforates (11)
Side is identical as the height of bottom frame (1).
7. a kind of mountain area subgrade river side building castoff road deck ruggedized construction according to claim 1, which is characterized in that
The top of the top frame (5) is fixedly installed with bitumen layer (24), and the inner side of sliding groove (26) is connected with non-slip mat (25),
And the inside dimension of sliding groove (26) and the size of slide plate (20) match.
8. a kind of mountain area subgrade river side building castoff road deck ruggedized construction according to claim 1, which is characterized in that
The specific steps that the ruggedized construction uses include:
Step 1: several bottom frames (1) are placed in Subgrade of Mountain Area to be trimmed, logical in the top two sides of bottom frame (1)
The first support bar (6) and second support bar (9) clamping for crossing both ends install storing board (3) and loading frame (2)；Between bottom frame (1)
It is mutually connected and fixed by the clamping joint (23) and jack (8) of side；In installation process, loading frame (2) is arranged close to river
That side on side, storing board (3) are arranged close to massif side, can also be according to actual road needs, at the both ends of bottom frame (1)
It is respectively mounted storing board (3) and loading frame (2)；
The required building castoff used: being poured over the top of bottom frame (1) by step 2, and waste is scattered in depositing for two sides respectively
It puts between the inside and storing board (3) and loading frame (2) of plate (3) and loading frame (2), one layer of building castoff is paved on roadbed
Afterwards, the pavement-height built according to actual needs, first support bar (6) and second support bar (9) top on bottom frame (1) top
Successively plug connection bar (13), and then continue to deposit in the clamping installation of the outside of two groups of first support bars (6) and second support bar (9)
Put plate (3) and loading frame (2)；The storing board (3) and loading frame (2) of upper end are plugged on lower end by the upright bar (16) of two sides of the bottom
The inside of the card hole (15) of two sides at the top of storing board (3) and loading frame (2)；
Step 3: then toppling over waste on roadbed and carry out place mat, and building of toppling over successively in layer is given up bottom-up
Gurry, until thickness calibration needed for the thickness arrival road deck of waste；Spread it is whole after, on the top of each bottom frame (1)
Clamping one top frame (5) of installation, the first support bar (6) of two sides and the top of second support bar (9) are connected in top frame (5)
In the internal holes (10) in portion；Engineering machinery is compacted on the road surface of building castoff, is pressed down against waste, loading frame
(2), after first support bar (6) and second support bar (9) are by the pressure on top, the buffer layer (14) at middle part shrinks shifting up and down
It is dynamic, and then change height, it can be extruded together with waste；
Step 4: increasing height from bottom to top, can be according to bottom building castoff when installing storing board (3) and loading frame (2)
Height, push slide plate (20) moved up and down in the inside of sliding groove (26), adapt to rough building castoff.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910193464.1A CN109778646B (en) | 2019-03-14 | 2019-03-14 | Mountain area river highway building discarded object pavement board reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910193464.1A CN109778646B (en) | 2019-03-14 | 2019-03-14 | Mountain area river highway building discarded object pavement board reinforced structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109778646A true CN109778646A (en) | 2019-05-21 |
| CN109778646B CN109778646B (en) | 2021-04-13 |
Family
ID=66487960
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910193464.1A Active CN109778646B (en) | 2019-03-14 | 2019-03-14 | Mountain area river highway building discarded object pavement board reinforced structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109778646B (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100667584B1 (en) * | 2006-10-14 | 2007-01-11 | 주식회사 삼안 | Railroad tie for smooth ground |
| CN106869145A (en) * | 2017-02-10 | 2017-06-20 | 合肥学院 | Rapid rush-repair method for local collapse of highway embankment based on waste tires |
| CN207159729U (en) * | 2017-06-28 | 2018-03-30 | 宿阳 | A kind of road deck with rock-steady structure |
| CN208009178U (en) * | 2018-03-19 | 2018-10-26 | 梁保永 | A kind of anti-settling highway subgrade |
| CN108705653A (en) * | 2018-07-24 | 2018-10-26 | 辽宁科技大学 | A kind of method of road deck making apparatus and the compound block road deck of the equipment making |
| CN108729318A (en) * | 2018-05-22 | 2018-11-02 | 四川城凯特建设工程有限公司 | A kind of construction method padding road on mud-rock flow soft base upper berth |
-
2019
- 2019-03-14 CN CN201910193464.1A patent/CN109778646B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100667584B1 (en) * | 2006-10-14 | 2007-01-11 | 주식회사 삼안 | Railroad tie for smooth ground |
| CN106869145A (en) * | 2017-02-10 | 2017-06-20 | 合肥学院 | Rapid rush-repair method for local collapse of highway embankment based on waste tires |
| CN207159729U (en) * | 2017-06-28 | 2018-03-30 | 宿阳 | A kind of road deck with rock-steady structure |
| CN208009178U (en) * | 2018-03-19 | 2018-10-26 | 梁保永 | A kind of anti-settling highway subgrade |
| CN108729318A (en) * | 2018-05-22 | 2018-11-02 | 四川城凯特建设工程有限公司 | A kind of construction method padding road on mud-rock flow soft base upper berth |
| CN108705653A (en) * | 2018-07-24 | 2018-10-26 | 辽宁科技大学 | A kind of method of road deck making apparatus and the compound block road deck of the equipment making |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109778646B (en) | 2021-04-13 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101748667B (en) | Side slope lattice foundation cantilever structure composite road | |
| CN107044090B (en) | A kind of construction method of dual deck bridge | |
| CN107905093A (en) | The multistage abutment construction and its construction method of soil sedimentation after improvement bridge platform | |
| CN109778646A (en) | A kind of mountain area subgrade river side building castoff road deck ruggedized construction | |
| CN203625744U (en) | Highway embedded-type kerb structure | |
| CN106677077B (en) | Bridge strengthening device | |
| CN207017093U (en) | New-old concrete bond widens seam-line removal structure | |
| CN210341519U (en) | Soft soil roadbed reinforcing device | |
| CN103628384A (en) | Highway embedded curb structure | |
| CN214938907U (en) | New and old road surface mosaic structure for highway extension | |
| CN101570956B (en) | Two-lane beam-bridge end reinforcement concrete frame pier in side walk | |
| CN208104936U (en) | A kind of express highway roadbed widening structure | |
| CN207031942U (en) | Highway subgrade structure | |
| CN212052154U (en) | Low temperature resistant town road of making an uproar has to fall | |
| CN209260469U (en) | A kind of light shock-proof road structure of rapid construction | |
| CN205676745U (en) | A kind of express highway pavement supporting construction preventing from subsiding with crackle | |
| CN208072084U (en) | High-speed railway box road structure | |
| CN206396578U (en) | A kind of removable express highway pavement edge drainage groove | |
| CN208023340U (en) | A kind of Anti-settling device of highway subgrade | |
| CN208472551U (en) | The construction of abutment rigid frame bridge | |
| CN206438424U (en) | A kind of bridge strengthening device with shock insulation function | |
| CN207582213U (en) | A kind of bracing means of red sandstone roadbed construction | |
| CN211312060U (en) | Emergent hole ware of filling up of road that town road was used | |
| CN216514921U (en) | High-bearing anti-settlement highway subgrade structure | |
| CN214938890U (en) | New and old road bed widens concatenation roadbed structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20210322 Address after: 550025 Qishan resettlement site, HuChao Township, Gui'an New District, Guiyang City, Guizhou Province Applicant after: MCC (GUIZHOU) CONSTRUCTION INVESTMENT DEVELOPMENT Co.,Ltd. Address before: 623000 No.12, chanshou street, Shuimo Town, Wenchuan County, Aba Tibetan and Qiang Autonomous Prefecture, Sichuan Province Applicant before: WENCHUAN QIJIAN CONSTRUCTION ENGINEERING Co.,Ltd. |
|
| TA01 | Transfer of patent application right | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |