Invention content
The object of the present invention is to provide a kind of non-motor vehicle road surface mechanisms, can reduce road surface and out-of-flatness phenomenon occur
Possibility.
The present invention above-mentioned technical purpose technical scheme is that:A kind of non-motor vehicle road surface machine
Structure, the traveling section including base soil layer, on base soil layer, the greening section on base soil layer are opened at traveling section
Electric power ditch in base soil layer, the link block in electric power ditch, polylith are located at the cover board on the upside of traveling section, described to travel the two of section
Side is both provided with polylith for corresponding to the kerbstone of polylith cover board respectively, on the side side wall close to each other of kerbstone described in both sides
Mounting blocks are both provided with, the both ends of the cover board are contradicted respectively on the upper surface of both sides mounting blocks, positioned at adjacent the two of homonymy
The connector for connecting two kerbstones is provided between a kerbstone.
By using said program, contradicted respectively on the upper surface of both sides mounting blocks using the both ends of cover board, at this time edge
There was only one piece of cover board perpendicular to the direction of traveling section extending direction, therefore will not go out on the direction of traveling section extending direction
The phenomenon that existing cover board sedimentation degree differs;It is adjacent at this time wherein using connector connection positioned at the two neighboring kerbstone of homonymy
The position of two kerbstones is just fixed, when a cover board sedimentation and driving the kerbstone sedimentation at both ends, road adjacent thereto
Kerb also can be settled and then together, and the degree settled is consistent, and two adjacent cover boards will occur identical simultaneously at this time
The sedimentation of degree can finally reduce the possibility that out-of-flatness phenomenon occurs in road surface.
The further setting of the present invention is:The connector includes the limiting being arranged on the end face of described kerbstone one end
Block is opened on end face of the kerbstone far from limited block one end and for the limiting of the limited block insertion on adjacent kerbstone
Slot.
By using said program, due to the limit on the kerbstone embedded in the adjacent of the limited block on a kerbstone
In the slot of position, after a kerbstone settles, you can adjacent kerbstone is driven to settle by limited block and limiting slot, finally
It may be such that the sedimentation of same degree occurs for two neighboring kerbstone.
The further setting of the present invention is:Limiting cone, the end of the cover board are provided on the upper surface of the mounting blocks
It offers for the embedded limit card slot of limiting cone.
By using said program, when needing cover board being placed between the kerbstone of both sides, the limit on mounting blocks is utilized
Position cone is embedded in the limit card slot of patch ends, and limiting cone can limit position of the cover board on mounting blocks at this time,
Being placed between the kerbstone of both sides for cover board stabilization is finally may be such that, so that the placement of polylith cover board is more neat.
The further setting of the present invention is:Haydite concrete layer is cast in the base soil layer on the downside of the kerbstone.
By using said program, haydite concrete layer is poured into a mould in the base soil layer on the downside of kerbstone, due to haydite
Concrete layer light weight, elasticity modulus are low, anti-deformation is good, therefore with preferable anti-seismic performance, when the earthquake that generation is slight
When, haydite concrete layer can reduce the changed possibility in position of kerbstone, while also reduce kerbstone and be damaged
Possibility, may be such that arrangement of the kerbstone after earthquake is still relatively neat, finally can further reduce road surface at this time
There is the possibility of out-of-flatness phenomenon.
The further setting of the present invention is:The haydite concrete layer is equipped with branch in the base soil layer far from kerbstone side
Support steel plate.
By using said program, branch is played on the downside of haydite concrete layer using the preferable supporting steel plate of structural strength
Support acts on, and so as to further reduce the changed possibility in position of kerbstone, finally can further reduce road surface appearance
The possibility of out-of-flatness phenomenon.
The further setting of the present invention is:The supporting steel plate is equipped in the base soil layer far from haydite concrete layer side
Quartzite stratum granulosum.
By using said program, the higher hardness of quartzite stratum granulosum is utilized so that the ground ratio on the downside of supporting steel plate
It is harder, reduce the possibility that the ground on the downside of supporting steel plate collapses, sent out after the completion of being laid with so as to reduce supporting steel plate
Raw inclined possibility finally can further reduce the changed possibility in position of kerbstone, so as to further reduce
There is the possibility of out-of-flatness phenomenon in road surface.
The further setting of the present invention is:The link block is in " Qian " font, and the both ends of the link block are both provided with use
In contradicting cushion block on the cover board, the groove of the side insertion for link block is offered on the cushion block.
It by using said program, is contradicted on the cover board using cushion block, cushion block can be supported cover board at this time, reduce
The possibility that cover board settles can finally reduce the possibility that out-of-flatness phenomenon occurs in road surface.
The further setting of the present invention is:The rubber pad for pushing against on the cover board is fixed on the cushion block.
By using said program, using the rubber pad of abutting on the cover board is fixed on cushion block, due to rubber pad
Itself has elastic force, and when cover board will be settled downwards by bigger pressure, the elastic property of rubber pad can play slow
The effect of punching so as to reduce influence of the pressure to cover board, can finally reduce the possibility that cover board settles, so as to further
Reduce road surface and the possibility of out-of-flatness phenomenon occur.
The further setting of the present invention is:The link block includes the splicing block that polylith splices successively, the splicing block
Be provided with stable block on one end, the splicing block far from stablize offered on one end of block it is embedding for the stabilization block on contiguous concatenation block
The gutter entered.
By using said program, the gutter being embedded in using the stabilization block on a splicing block on contiguous concatenation block
Interior, two neighboring splicing block can be connected together at this time, will pass through stabilization when mobile above and below splicing block occurs
Block and gutter drive adjacent splicing block to move, so that the sedimentation of same degree occurs for contiguous concatenation block;At this time
Cushion block more stable can play the role of cover board support, can finally reduce the possibility that out-of-flatness phenomenon occurs in road surface
Property.
The further setting of the present invention is:Be provided in base soil layer on the downside of the splicing block upper end for contradict splicing
Stabilization timber on block.
By using said program, play the role of support to splicing block using timber is stablized, so as to reduce splicing block hair
The possibility of raw sedimentation so that the cushion block on splicing block can play cover board stable supporting role, can finally reduce lid
There is the possibility of out-of-flatness phenomenon so as to further reduce road surface in the possibility that plate settles.
In conclusion the invention has the advantages that:
1. the both ends using cover board are contradicted respectively on the upper surface of both sides mounting blocks, at this time along perpendicular to traveling section extending direction
Direction there was only one piece of cover board, therefore be not in that cover board sedimentation degree differs on the direction of traveling section extending direction
Phenomenon;It is two neighboring at this time in the limiting slot on kerbstone for wherein utilizing the limited block on kerbstone embedded in the adjacent
The position of kerbstone is just fixed, when a cover board sedimentation and driving the kerbstone sedimentation at both ends, kerbstone adjacent thereto
Also it can and then settle together, and the degree settled is consistent, same degree will occur simultaneously for two adjacent cover boards at this time
Sedimentation, can finally reduce the possibility that out-of-flatness phenomenon occurs in road surface;
2. haydite concrete layer is poured into a mould in the base soil layer on the downside of kerbstone, due to haydite concrete layer light weight, elasticity
Modulus is low, anti-deformation is good, therefore with preferable anti-seismic performance, when slight earthquake occurs, haydite concrete layer
Reduce the changed possibility in position of kerbstone, while also reduce the possibility that kerbstone is damaged, can make at this time
It is still relatively more neat to obtain arrangement of the kerbstone after earthquake, finally can further reduce the possibility that out-of-flatness phenomenon occurs in road surface
Property;
3. it is played a supporting role on the downside of haydite concrete layer using the preferable supporting steel plate of structural strength, so as to further subtract
The changed possibility in position of small kerbstone, while utilize the higher hardness of quartzite stratum granulosum so that under supporting steel plate
The ground of side is harder, reduces the possibility that the ground on the downside of supporting steel plate collapses, is being spread so as to reduce supporting steel plate
If the possibility of run-off the straight after the completion, it finally can further reduce the changed possibility in position of kerbstone, so as to
Further reduce road surface and the possibility of out-of-flatness phenomenon occur.
Description of the drawings
Fig. 1 is the structure diagram of the present invention;
Fig. 2 is connection relationship diagram between splicing block, cushion block in the present invention;
Fig. 3 is the connection relation explosive view between cover plate of the present invention, kerbstone, connector;
Fig. 4 is the structure diagram of the prior art.
Reference numeral:1st, base soil layer;11st, haydite concrete layer;12nd, supporting steel plate;13rd, quartzite stratum granulosum;14th, stablize
Timber;2nd, section is travelled;3rd, section is afforested;4th, electric power ditch;5th, link block;51st, splicing block;511st, stablize block;512nd, gutter;6th, it covers
Plate;61st, limit card slot;7th, kerbstone;71st, mounting blocks;711st, limiting cone;8th, connector;81st, limited block;82nd, limiting slot;9、
Cushion block;91st, groove;92nd, rubber pad.
Specific embodiment
The present invention is described in further detail below in conjunction with attached drawing.
A kind of non-motor vehicle road surface mechanism, with reference to Fig. 1, this kind of non-motor vehicle road surface mechanism includes base soil layer 1, wherein
Be divided into traveling section 2 and greening section 3 on base soil layer 1, the road surface of traveling section 2 for non-automotive vehicle, and afforest section 3 for plant plant
Object is so as to beautifying city road;It travels simultaneously in the base soil layer 1 at section 2 and offers electric power ditch 4, and the company of being equipped in electric power ditch 4
Block 5 is connect, wherein link block 5 is in " Qian " font, can be used to be laid with cable in link block 5.
With reference to Fig. 2, link block 5(With reference to Fig. 1)Including multiple splicing blocks 51 spliced successively, and the both ends of splicing block 51 are equal
Cushion block 9 is provided with, the groove 91 of the end insertion for splicing block 51 is offered on cushion block 9, wherein cushion block 9 is far from splicing block 51
Side is bonded with rubber pad 92;Stable block 511 is wholely set, and splicing block 51 is separate on the end face of 51 one end of splicing block simultaneously
Stablize the gutter 512 for offering on one end of block 511 and being embedded in for the stabilization block 511 on contiguous concatenation block 51.
With reference to Fig. 1, positioned at splicing block 51(With reference to Fig. 2)Inserted with two stable timbers 14 in the base soil layer 1 of downside, two
Stablize the both ends that timber 14 is located at 51 downside of splicing block respectively, splicing block 51 can be played in the work of support by stablizing timber 14 at this time
With the possibility of the reduction transmitting sedimentation of splicing block 51.
It with reference to Fig. 1, travels and polylith cover board 6 is equipped in section 2, and polylith cover board 6 uniformly divides along the extending direction of traveling section 2
Cloth only has one piece of cover board 6 along perpendicular to the direction of traveling 2 extending direction of section at this time;The downside side wall of its cover plate 6 is pushed against rubber
On rubber cushion 92, the cushion block 9 where rubber pad 92 can play the role of support to cover board 6 at this time.
With reference to Fig. 3, the both sides of traveling section 2 are mounted on polylith for corresponding to the kerbstone 7 of polylith cover board 6 respectively(Reference
Fig. 1), and be uniformly distributed positioned at the polylith kerbstone 7 of homonymy along the extending direction of traveling section 2;Wherein both sides kerbstone 7 mutually leans on
Mounting blocks 71 are wholely set near side side wall, the both ends of cover board 6 can be contradicted respectively in both sides mounting blocks 71 at this time
On upper surface;It is wholely set on mounting blocks 71 simultaneously there are two limiting cone 711, two limiting cones 711 are located at mounting blocks 71 respectively
Both ends, and the end of cover board 6 offer for limiting cone 711 insertion limit card slots 61.
With reference to Fig. 3, connector 8 is additionally provided between adjacent two kerbstones 7, connector 8 is used for adjacent two
Kerbstone 7 connects;Wherein this kind of connector 8 includes limited block 81 and limiting slot 82, and limited block 81 is integrally disposed upon curb
On the end face of 7 one end of stone, and limiting slot 82 is opened on end face of the kerbstone 7 far from 81 one end of limited block, on a kerbstone 7
Limited block 81 can be embedded in the limiting slot 82 on adjacent limited block 81.
With reference to Fig. 1, haydite concrete layer 11, haydite concrete layer 11 are cast in the base soil layer 1 of 7 downside of kerbstone
It is that stone is replaced as the aggregate of concrete using haydite, due to 11 light weight of haydite concrete layer, elasticity modulus is low, deformation resistance
Can be good, therefore with preferable anti-seismic performance;Wherein also it is laid in base soil layer 1 of the haydite concrete layer 11 far from 7 side of kerbstone
There is supporting steel plate 12, while quartzite is also equipped in base soil layer 1 of the supporting steel plate 12 far from 11 side of haydite concrete layer
Granulosa 13.
Principle:It is contradicted respectively on the upper surface of both sides mounting blocks 71 using the both ends of cover board 6, at this time along perpendicular to traveling
The direction of 2 extending directions of section only has one piece of cover board 6, therefore is being not in cover board 6 on the direction of traveling 2 extending direction of section
The phenomenon that sedimentation degree differs;Wherein utilize the limiting on the kerbstone 7 embedded in the adjacent of the limited block 81 on kerbstone 7
In slot 82, the position of two neighboring kerbstone 7 is just fixed at this time, when a cover board 6 settles and drives the kerbstone 7 at both ends heavy
During drop, kerbstone 7 adjacent thereto also can be settled and then together, and the degree settled is consistent, at this time two adjacent lids
The sedimentation of same degree will occur simultaneously for plate 6, can finally reduce the possibility that out-of-flatness phenomenon occurs in road surface.
The cast haydite concrete layer 11 in the base soil layer 1 positioned at 7 downside of kerbstone, due to 11 mass of haydite concrete layer
Gently, elasticity modulus is low, anti-deformation is good, therefore with preferable anti-seismic performance, when slight earthquake occurs, haydite concrete
Layer 11 can reduce the changed possibility in position of kerbstone 7, while also reduce the possibility that kerbstone 7 is damaged,
It may be such that arrangement of the kerbstone 7 after earthquake is still relatively more neat at this time, finally can further reduce road surface and injustice occur
The possibility of whole phenomenon.
It is played a supporting role using the preferable supporting steel plate 12 of structural strength in the downside of haydite concrete layer 11, thus into
One step reduces the changed possibility in position of kerbstone 7, while utilizes the higher hardness of quartzite stratum granulosum 13 so that branch
The ground for supportting 12 downside of steel plate is harder, reduces the possibility that the ground of 12 downside of supporting steel plate collapses, so as to reduce
The possibility of the run-off the straight after the completion of laying of supporting steel plate 12, the position that finally can further reduce kerbstone 7 become
There is the possibility of out-of-flatness phenomenon so as to further reduce road surface in the possibility of change.
This specific embodiment is only explanation of the invention, is not limitation of the present invention, people in the art
Member can as needed make the present embodiment the modification of no creative contribution after this specification is read, but as long as at this
It is all protected in the right of invention by Patent Law.