CN109537392A

CN109537392A - A kind of water penetration anti-settling road and its construction method

Info

Publication number: CN109537392A
Application number: CN201811619821.8A
Authority: CN
Inventors: 郑伊琳; 项晓伟; 项晓敏; 谢华杰; 郑国清
Original assignee: Ruian Hongrui Construction Engineering Co Ltd
Current assignee: Ruian Hongrui Construction Engineering Co Ltd
Priority date: 2018-12-28
Filing date: 2018-12-28
Publication date: 2019-03-29
Anticipated expiration: 2038-12-28
Also published as: CN109537392B

Abstract

The invention discloses a kind of water penetration anti-settling road and its construction methods, it is related to town road technical field, including bottom cushion, impervious barrier is provided at the top of the bottom cushion, sand stone layer is provided at the top of the impervious barrier, top bed course is provided at the top of the sand stone layer, the top of the top bed course is uniformly equipped with anti-settling bracket, floor tile is equipped at the top of the anti-settling bracket, the top of the bottom cushion is located at impervious barrier, sand stone layer, the two sides of top bed course and floor tile are fixedly installed with side plate, the side plate is equipped with draining block far from the side of impervious barrier, the water penetration anti-settling road and its construction method, even if padding soil layer after road long-time use sedimentation phenomenon occur and can still be maintained smooth not settle, floor tile is not in loosen, it equally will not be due to trampling sewage when ponding below floor tile It splashes on the clothing of pedestrian, while increasing the water permeability of road.

Description

A kind of water penetration anti-settling road and its construction method

Technical field

The present invention relates to town road technical field, specially a kind of water penetration anti-settling road and its construction method.

Background technique

Municipal works refer to urban operating mechanism construction project, and in China, urban operating mechanism refers to be built in metropolitan district, town (township) planning If being arranged in range, providing the various buildings of paid or free public product and service based on government responsibility and obligation for resident Object, structures, equipment etc., the matched various public infrastructure developments of urban life belong to municipal works scope, than as usual The urban road seen, bridge, subway, such as the various pipelines being closely related with life: rainwater, sewage, upper water, middle water, electric power (red line is with outer portion), telecommunications, heating power, combustion gas etc., there are also square, the construction of urban afforestation etc. belongs to municipal works scope, But the phenomenon that will appear sedimentation after existing municipal road pavement long-time use, cause floor tile to loosen, ponding below floor tile Unexpected trample is easy to splash out the clothing that sewage makes pedestrian dirty afterwards, while the water penetration of road is poor, needs after surface gathered water longer Time could dry.

Summary of the invention

(1) the technical issues of solving

In view of the deficiencies of the prior art, it the present invention provides a kind of water penetration anti-settling road and its construction method, solves existing The phenomenon that will appear sedimentation after some municipal road pavement long-time uses, floor tile is caused to loosen, it is unexpected after ponding below floor tile It tramples and is easy to splash out the clothing that sewage makes pedestrian dirty, while the water penetration of road is poor, takes a long time after surface gathered water The problem that could be dried.

(2) technical solution

In order to achieve the above object, the present invention is achieved by the following technical programs: a kind of water penetration anti-settling road, including bottom Portion's bed course is provided with impervious barrier at the top of the bottom cushion, sand stone layer, the sandstone is provided at the top of the impervious barrier The top of layer is provided with top bed course, and the top of the top bed course is uniformly equipped with anti-settling bracket, the anti-settling bracket Top be equipped with floor tile, the two sides that the top of the bottom cushion is located at impervious barrier, sand stone layer, top bed course and floor tile are solid Dingan County is equipped with side plate, and the side plate is equipped with draining block far from the side of impervious barrier, offers draining at the top of the draining block The inside of slot, the impervious barrier and sand stone layer is equipped with infiltration shell, is equipped with infiltration waffle slab at the top of the infiltration shell, The inner wall bottom end of the infiltration shell is equipped with drainpipe, and water seepage hole, the infiltration are offered at the top of the drainpipe Shell is equipped with dredger far from the side of drainpipe, and one end of the dredger through infiltration shell and extends to infiltration The bottom of the inside of water shell, the rhone is connected to by water pipe with drainpipe.

Preferably, the anti-settling bracket includes upper bracket and lower bracket, the upper bracket and lower bracket it Between connected by threaded rod, the outer sheath of the upper bracket is equipped with loop bar, is fixedly connected with riser at the top of the loop bar.

Preferably, the upper bracket and lower bracket are sequentially connected by single tube forms, and the side of the single tube is fixed It is connected with screw thread inner tube, inner wall one end of the single tube offers thread groove compatible with screw thread inner tube.

Preferably, the outside both ends of the single tube offer thread groove compatible with threaded rod, the thread groove Inner wall is threadedly coupled with threaded rod.

Preferably, the riser is identical with the height of floor tile.

Preferably, the dredger includes driving shell, and the inside of the driving shell is equipped with driving device, described One end of driving device is located at through driving shell and infiltration shell and the inside for extending to infiltration shell, the driving device One end of infiltration interior of shell is fixedly connected with dredging shell, is rotatably connected to rolling column between the inner wall two sides of the dredging shell, The outside for rolling column is uniformly equipped with pricker compatible with infiltration waffle slab.

Preferably, the driving device includes the driving motor being mounted at the top of driving outer casing inner wall, the driving shell It is rotatably connected to driving gear between inner wall two sides, passes through belt and turn for driving gear on the outside of the output end of the driving motor Driving-axle gearing connection, the inner wall basal sliding of the driving shell are connected with gear plate, the outside of the driving gear and gear Plate transmission connection, one end of the gear plate is through driving shell and infiltration shell and the inside for extending to infiltration shell.

Preferably, it is fixedly connected with mud guard close to one end of infiltration shell at the top of the inner wall of the driving shell, it is described The bottom of mud guard and the top slide of gear plate connect.

Preferably, the inner wall side of the infiltration shell is fixedly connected by fixed bracket with drainpipe.

Preferably, the construction method of a kind of water penetration anti-settling road, includes the following steps,

(1) it is laid with bed course, construction road surface is arranged into substantially flat rear laying bottom cushion, uniform sprinkling after compacting；

(2) it is laid with floor tile, impervious barrier is laid with above bottom cushion, in the hole of the reserved installation infiltration shell in the top of impervious barrier Road is laid with sand stone layer after being laid with infiltration shell, drainpipe and dredger at the top of impervious barrier, top is laid with above sand stone layer Bed course is simultaneously compacted, and the pit of installation anti-settling bracket is reserved at the top of the bed course of top, and anti-settling bracket is installed in the bed course of top Floor tile will be installed between the top riser of loop bar afterwards, is beaten using special hammer smooth；

(3) drainage pipeline is installed, in the top two sides installation side plate of bottom cushion, correction angle using cement to pouring after vertical Block is drained, reserves rhone at the top of draining block, and be connected to by water pipe with drainpipe in the bottom of rhone.

(3) beneficial effect

The present invention provides a kind of water penetration anti-settling road and its construction methods.Have it is following the utility model has the advantages that

(1), the water penetration anti-settling road and its construction method, it is described by being provided with impervious barrier at the top of bottom cushion It is provided with sand stone layer at the top of impervious barrier, top bed course is provided at the top of the sand stone layer, the top of the top bed course is equal It is even that anti-settling bracket is installed, it is equipped with floor tile at the top of the anti-settling bracket, it is anti-settling that installation is reserved at the top of the bed course of top The pit of descending branch frame installs floor tile between the top riser after installation anti-settling bracket in the bed course of top by loop bar, using special It strikes with a hammer smooth, even if padding soil layer after road long-time use sedimentation phenomenon occurs, is mounted on the loop bar of anti-settling bracket The floor tile of side is smooth since the support of loop bar can still be maintained not to be settled, and floor tile is not in loosen, below floor tile when ponding Sewage will not equally be splashed on the clothing of pedestrian due to trampling.

(2), the water penetration anti-settling road and its construction method, by being provided with impervious barrier at the top of bottom cushion, It is provided with sand stone layer at the top of the impervious barrier, top bed course, the top of the top bed course are provided at the top of the sand stone layer Portion is uniformly equipped with anti-settling bracket, and floor tile is equipped at the top of the anti-settling bracket, and the top of the bottom cushion is located at Impervious barrier, sand stone layer, top bed course and floor tile two sides be fixedly installed with side plate, the side plate is pacified far from the side of impervious barrier Equipped with draining block, rhone is offered at the top of the draining block, the inside of the impervious barrier and sand stone layer is equipped with infiltration outside Shell is equipped with infiltration waffle slab at the top of the infiltration shell, and the inner wall bottom end of the infiltration shell is equipped with drainpipe, Water seepage hole is offered at the top of the drainpipe, the infiltration shell is equipped with dredger far from the side of drainpipe, described One end of dredger is through infiltration shell and extends to the inside of infiltration shell, the bottom of the rhone by water pipe with Drainpipe connection, the ponding part of road surface flow in the rhone of two sides along floor tile, and part ponding is permeated by floor tile To lower section, top bed course and sand stone layer are then successively permeated, waffle slab is seeped into drainpipe by seeping water, and is arranged by drainpipe It walks, increases the water permeability of road, driving device, which drives, rolls column along infiltration Turbogrid plates rotation, and pricker is by the infiltration of blocking Turbogrid plates dredging prevents from seeping water obstructed.

Detailed description of the invention

Fig. 1 is schematic structural diagram of the device of the invention；

Fig. 2 is anti-settling supporting structure schematic diagram of the present invention；

Fig. 3 is dredger overlooking structure diagram of the present invention；

Fig. 4 is schematic view of the front view of the present invention.

In figure: 1- bottom cushion, 2- impervious barrier, 3- sand stone layer, the top 4- bed course, 5- anti-settling bracket, 6- floor tile, the side 7- Plate, 8- draining block, 9- rhone, 10- infiltration shell, 11- infiltration waffle slab, 12- drainpipe, 13- water seepage hole, 14- dredging dress It sets, 15- water pipe, 16- upper bracket, 17- lower bracket, 18- threaded rod, 19- loop bar, 20- riser, 21- single tube, 22- screw thread Inner tube, 23- thread groove, 24- driving shell, 25- driving device, 26- dredging shell, 27- roll column, 28- pricker, 29- driving electricity Machine, 30- driving gear, 31- belt, 32- gear plate, 33- mud guard, the fixed bracket of 34-.

Specific embodiment

Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments, is based on Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other Embodiment shall fall within the protection scope of the present invention.

Fig. 1-4 is please referred to, the present invention provides a kind of technical solution: a kind of water penetration anti-settling road, including bottom cushion 1, the top of bottom cushion 1 is provided with impervious barrier 2, and the top of impervious barrier 2 is provided with sand stone layer 3, the top setting of sand stone layer 3 There is top bed course 4, the top of top bed course 4 is uniformly equipped with anti-settling bracket 5, and the top of anti-settling bracket 5 is equipped with floor tile 6, even if padding soil layer after road long-time use sedimentation phenomenon occurs, it is mounted on the floor tile 6 of 19 top of loop bar of anti-settling bracket 5 Due to the support of loop bar 19 can still be maintained it is smooth do not settle, floor tile 6 is not in loosen, and when 6 lower section ponding of floor tile is same Sewage will not be splashed on the clothing of pedestrian due to trampling, the top of bottom cushion 1 is located at impervious barrier 2, sand stone layer 3, top pad The two sides of layer 4 and floor tile 6 are fixedly installed with side plate 7, and side plate 7 is equipped with draining block 8 far from the side of impervious barrier 2, drains block 8 Top offer rhone 9, the inside of impervious barrier 2 and sand stone layer 3 is equipped with infiltration shell 10, the top peace of infiltration shell 10 Equipped with infiltration waffle slab 11, the inner wall bottom end of infiltration shell 10 is equipped with drainpipe 12, and the top of drainpipe 12 offers Water seepage hole 13, infiltration shell 10 are equipped with dredger 14 far from the side of drainpipe 12, and one end of dredger 14 is through infiltration The bottom of water shell 10 and the inside for extending to infiltration shell 10, rhone 9 is connected to by water pipe 15 with drainpipe 12, road The ponding part on surface flows in the rhone 9 of two sides along floor tile 6, part ponding by floor tile 6 penetrate into lower section, then according to Sub-percolation top bed course 4 and sand stone layer 3, by seeping water, waffle slab 11 is seeped into drainpipe 12, is drained by drainpipe 12, is increased The water permeability of road.

Anti-settling bracket 5 includes upper bracket 16 and lower bracket 17, is passed through between upper bracket 16 and lower bracket 17 Threaded rod 18 connects, and the outer sheath of upper bracket 16 is equipped with loop bar 19, and the top of loop bar 19 is fixedly connected with riser 20.

Upper bracket 16 and lower bracket 17 are sequentially connected by single tube 21 to be formed, and the side of single tube 21 is fixedly connected with spiral shell Line inner tube 22, inner wall one end of single tube 21 offer thread groove compatible with screw thread inner tube 22.

The outside both ends of single tube 21 offer thread groove 23 compatible with threaded rod 18, the inner wall and spiral shell of thread groove 23 Rasp bar 18 is threadedly coupled.

Riser 20 is identical with the height of floor tile 6.

Dredger 14 includes driving shell 24, and the inside of driving shell 24 is equipped with driving device 25, driving device 25 One end through driving shell 24 and seep water shell 10 and extend to infiltration shell 10 inside, driving device 25 be located at infiltration One end inside shell 10 is fixedly connected with dredging shell 26, dredges between the inner wall two sides of shell 26 and is rotatably connected to rolling column 27, The outside for rolling column 27 is uniformly equipped with pricker 28 compatible with infiltration waffle slab 11, and driving device 25, which drives, rolls 26 edge of column Infiltration Turbogrid plates 11 rotate, the dredging of the infiltration Turbogrid plates 11 of blocking is prevented from seeping water obstructed by pricker.

Driving device 25 includes the driving motor 29 being mounted at the top of driving 24 inner wall of shell, drives 24 inner wall two sides of shell Between be rotatably connected to driving gear 30, by belt 31 and drive the rotation axis of gear 30 on the outside of the output end of driving motor 29 The inner wall basal sliding of transmission connection, driving shell 24 is connected with gear plate 32, and the outside of gear 30 and gear plate 32 is driven to pass Connection is moved, one end of gear plate 32 is through driving shell 24 and infiltration shell 10 and the inside for extending to infiltration shell 10.

One end at the top of the inner wall of shell 24 close to infiltration shell 10 is driven to be fixedly connected with mud guard 33, mud guard 33 Bottom is connect with the top slide of gear plate 32.

The inner wall side of infiltration shell 10 passes through fixed bracket 34 and is fixedly connected with drainpipe 12.

A kind of construction method of water penetration anti-settling road, includes the following steps,

When work, substantially flat rear laying bottom cushion 1, uniform sprinkling after compacting, the bottom of at are arranged by the road surface that will construct It is laid with impervious barrier 2 above portion's bed course 1, in the tunnel of the reserved installation infiltration shell 10 in the top of impervious barrier 2, is laid with infiltration shell 10, it is laid with sand stone layer 3 at the top of impervious barrier 2 after drainpipe 12 and dredger 14, top bed course 4 is laid with above sand stone layer 3 And be compacted, the pit of installation anti-settling bracket 5 is reserved at the top of top bed course 4, and anti-settling bracket 5 is installed in top bed course 4 Afterwards will between the top riser of loop bar 19 install floor tile 6, beaten using special hammer it is smooth, bottom cushion 1 top two sides pacify Side plate 7 is filled, correction angle to vertical rear pour using cement drains block 8, reserves rhone 9 at the top of draining block 8, and arranging The bottom of sink 9 is connected to by water pipe 15 with drainpipe 12.

It should be noted that, in this document, relational terms such as first and second and the like are used merely to a reality Body or operation are distinguished with another entity or operation, are deposited without necessarily requiring or implying between these entities or operation Any actual relationship or order perhaps sequence moreover, the terms "include", "comprise" or its any other variant are intended to Non-exclusive inclusion, so that the process, method, article or equipment including a series of elements is not only wanted including those Element, but also including other elements that are not explicitly listed, or further include for this process, method, article or equipment Intrinsic element, in the absence of more restrictions, by sentence " element limited including one ..., it is not excluded that There is also other identical elements in the process, method, article or apparatus that includes the element ".

It although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with A variety of variations, modification, replacement can be carried out to these embodiments without departing from the principles and spirit of the present invention by understanding And modification, the scope of the present invention is defined by the appended.

Claims

1. a kind of water penetration anti-settling road, including bottom cushion (1), it is characterised in that: the top of the bottom cushion (1) It is provided with impervious barrier (2), is provided with sand stone layer (3) at the top of the impervious barrier (2), is provided at the top of the sand stone layer (3) The top of top bed course (4), the top bed course (4) is uniformly equipped with anti-settling bracket (5), the anti-settling bracket (5) Top is equipped with floor tile (6), the top of the bottom cushion (1) be located at impervious barrier (2), sand stone layer (3), top bed course (4) and The two sides of floor tile (6) are fixedly installed with side plate (7), and the side plate (7) is equipped with draining block far from the side of impervious barrier (2) (8), it is offered rhone (9) at the top of the draining block (8), the inside of the impervious barrier (2) and sand stone layer (3) is equipped with infiltration Water shell (10) is equipped with infiltration waffle slab (11), the inner wall of infiltration shell (10) at the top of the infiltration shell (10) Bottom end is equipped with drainpipe (12), is offered water seepage hole (13) at the top of the drainpipe (12), the infiltration shell (10) side far from drainpipe (12) is equipped with dredger (14), and one end of the dredger (14) is through infiltration shell (10) and the inside of infiltration shell (10) is extended to, the bottom of the rhone (9) passes through water pipe (15) and drainpipe (12) Connection.

2. a kind of water penetration anti-settling road according to claim 1, it is characterised in that: anti-settling bracket (5) packet Upper bracket (16) and lower bracket (17) are included, passes through threaded rod (18) between the upper bracket (16) and lower bracket (17) The outer sheath of connection, the upper bracket (16) is equipped with loop bar (19), is fixedly connected with riser at the top of the loop bar (19) (20).

3. a kind of water penetration anti-settling road according to claim 2, it is characterised in that: the upper bracket (16) and under Portion's bracket (17) is sequentially connected by single tube (21) and is formed, and the side of the single tube (21) is fixedly connected with screw thread inner tube (22), Inner wall one end of the single tube (21) offers the compatible thread groove with screw thread inner tube (22).

4. a kind of water penetration anti-settling road according to claim 3, it is characterised in that: the outside two of the single tube (21) End offers and threaded rod (18) compatible thread groove (23), the inner wall and threaded rod (18) screw thread of the thread groove (23) Connection.

5. a kind of water penetration anti-settling road according to claim 2, it is characterised in that: the riser (20) and floor tile (6) height is identical.

6. a kind of water penetration anti-settling road according to claim 1, it is characterised in that: the dredger (14) includes It drives shell (24), the inside of driving shell (24) is equipped with driving device (25), one end of the driving device (25) Through driving shell (24) and infiltration shell (10) and the inside for extending to infiltration shell (10), driving device (25) position It is fixedly connected with dredging shell (26) in the internal one end of infiltration shell (10), is rotated between the inner wall two sides of dredging shell (26) It is connected with and rolls column (27), the outside for rolling column (27) is uniformly equipped with the compatible pricker with infiltration waffle slab (11) (28).

7. a kind of water penetration anti-settling road according to claim 6, it is characterised in that: the driving device (25) includes It is mounted on the driving motor (29) driven at the top of shell (24) inner wall, is rotatablely connected between driving shell (24) the inner wall two sides Have driving gear (30), passes through the rotation axis of belt (31) and driving gear (30) on the outside of the output end of the driving motor (29) The inner wall basal sliding of transmission connection, driving shell (24) is connected with gear plate (32), outside driving gear (30) Side and gear plate (32) are sequentially connected, one end of the gear plate (32) through driving shell (24) and seep water shell (10) and Extend to the inside of infiltration shell (10).

8. a kind of water penetration anti-settling road according to claim 7, it is characterised in that: described to drive the interior of shell (24) One end at the top of wall close to infiltration shell (10) is fixedly connected with mud guard (33), the bottom of the mud guard (33) and gear plate (32) top slide connection.

9. a kind of water penetration anti-settling road according to claim 8, it is characterised in that: the interior of shell (10) that seep water Wall side passes through fixed bracket (34) and is fixedly connected with drainpipe (12).

10. a kind of construction method of water penetration anti-settling road according to claim 9, which is characterized in that including following Step,