CN112942006A

CN112942006A - Module is assembled to town road

Info

Publication number: CN112942006A
Application number: CN202110107078.3A
Authority: CN
Inventors: 高增民
Original assignee: Beijing Jiashun Municipal Public Engineering Co ltd
Current assignee: Beijing Jiashun Municipal Public Engineering Co ltd
Priority date: 2021-01-27
Filing date: 2021-01-27
Publication date: 2021-06-11
Anticipated expiration: 2041-01-27
Also published as: CN112942006B

Abstract

The utility model relates to a module is assembled to town road relates to the field of town road technique, including supporting basis and pitch basis, support the basis and set up in the road bed, the pitch basis is installed in the upper surface that supports the basis. This application has the advantage that makes things convenient for the staff to repair the road surface.

Description

Module is assembled to town road

Technical Field

The application relates to the field of town road technology, especially, relate to a module is assembled to town road.

Background

Along with the development of the society, the scale of cities is continuously enlarged, and municipal roads serving as the basis of the development of the cities are also continuously constructed, the urban roads in the related technology are generally asphalt roads, asphalt materials are generally paved on a roadbed when the asphalt roads are paved, and then the asphalt materials are compacted by a road roller to form an asphalt pavement. Aiming at the municipal roads in the related technology, the inventor finds that after the road surface is damaged after long-term use, workers need to repair the part of the local damage of the road surface, in the repairing process, the workers need to crush and remove the road surface at the periphery of the damaged part and then fill and compact the road surface with asphalt materials, so that the time used in the process is long, and traffic jam can be caused frequently.

Disclosure of Invention

In order to improve the inconvenient problem of road surface repair, the application provides a module is assembled to town road.

The application provides a module is assembled to town road adopts following technical scheme:

the utility model provides a module is assembled to town road, includes supporting basis and pitch basis, supports the basis and sets up in the road bed, and the pitch basis is installed in the upper surface that supports the basis.

Through adopting above-mentioned technical scheme, a plurality of modules of assembling can be assembled for the road surface, and when assembling the asphalt layer on the module and appearing damaging, the staff can change the module of assembling alone for the great improvement of maintenance efficiency on road surface.

Optionally, be provided with a plurality of connecting pieces between pitch basis and the supporting foundation, can dismantle the connection together through the connecting piece between pitch basis and the supporting foundation.

Through adopting above-mentioned technical scheme, when the damage appears in the pitch on the road surface, the staff is through removing the restriction of connecting piece between to pitch basis and the support basis, then changes pitch basis alone, makes more convenience when the staff maintains the road surface on the one hand, and on the other hand makes the staff can the pertinence change the support basis or pitch basis when maintaining the inside to more save the resource.

Optionally, the groove of stepping down has been seted up on the pitch basis, and the connecting piece sets up to the bolt, and the diapire in the groove of stepping down is worn to establish by the connecting piece, and the connecting piece passes pitch basis and support basis in proper order, all sets up to threaded connection between connecting piece and the support basis.

Through adopting above-mentioned technical scheme, threaded connection can be together fixed with supporting foundation and pitch foundation in supporting foundation after connecting piece passes supporting foundation and pitch foundation in proper order.

Optionally, a protective shell for protecting the connecting piece is arranged in the abdicating groove.

Through adopting above-mentioned technical scheme, reduce the staff and fill the influence to the connecting piece when the groove of stepping down with pitch.

Optionally, the pitch basis is including installation shell and pitch layer, and the installation shell is the ascending casing column structure of opening, and the pitch layer includes first portion and second portion, and first portion rigid coupling is in the installation shell, and the second portion is located the top of first portion, and the lateral wall of second portion and the lateral wall parallel and level of installation shell, and the pitch layer and installation shell are passed in proper order to the connecting piece.

Through adopting above-mentioned technical scheme, the casing can protect the pitch layer for pitch foundation stability more.

Optionally, a limiting assembly which is convenient for workers to hoist the asphalt layer is arranged in the abdicating groove.

Through adopting above-mentioned technical scheme, spacing subassembly can make the staff more convenient at the in-process of changing the pitch basis.

Optionally, the limiting assembly comprises a limiting plate and a plurality of connecting rods, the plurality of connecting rods are fixedly connected with the mounting shell after penetrating through the asphalt layer, the limiting plate is connected with the plurality of connecting rods, the limiting plate is provided with a through hole, the diameter of the connecting piece is larger than the through hole, the connecting piece is fixedly connected with a connecting block, the diameter of the connecting block is smaller than the through hole, and the connecting block is provided with a hanging hole.

Through adopting above-mentioned technical scheme, the staff can make the connecting block on the connecting piece stretch out in the through-hole on the limiting plate, then hang the hanging hole with the lifting hook after, hang out the pitch basis from the road surface again to make staff more convenient when changing the pitch basis.

Optionally, a water storage cavity is formed in the supporting base, water inlet holes communicated with the water storage cavity are formed in the upper surface of the supporting base, a plurality of water drainage holes are formed in the lower surface of the corresponding mounting shell and correspond to the water inlet holes in a one-to-one mode, a plurality of communicating holes are formed in the outer side wall of the supporting base, opening and closing pieces are arranged in the communicating holes and are used for achieving opening and closing of the communicating holes.

Through adopting above-mentioned technical scheme, the ponding of road surface partly can permeate the asphalt layer, and the ponding that permeates the asphalt layer enters into the drainage intracavity through the collecting hole, then enters into independent indoor through drainage chamber, wash port and inlet opening, and the ponding that enters into independent indoor can enter into the independent indoor of supporting the basis bottom through the connecting hole between two adjacent independent rooms. Can reduce ponding like this and store up in the asphalt layer and produce the damage to the asphalt layer on the one hand, on the other hand, enter into the ponding in independent room and can keep in independent indoor, when municipal construction needs water, the staff can use independent indoor water to the water resource has been practiced thrift.

Optionally, the diapire rigid coupling in the installation shell has the steel joist, has seted up the drainage chamber in the steel joist, in the drainage chamber with the wash port intercommunication on a plurality of installation shells, and seted up a plurality of collection holes on the lateral wall of steel joist.

Through adopting above-mentioned technical scheme, steel joist has increased the relation of connection between pitch layer and the installation shell on the one hand for more stable between installation shell and the pitch layer, on the other hand, the collection hole on the steel joist can be collected the intraformational ponding of pitch, makes the intraformational rainwater of pitch enter into the retaining intracavity more easily.

Optionally, the lower surface of the mounting shell is fixedly connected with a plurality of flow guide pipes, and the plurality of flow guide pipes correspond to the plurality of drain holes respectively.

Through adopting above-mentioned technical scheme, the honeycomb duct can be poured the infiltration in the pitch basis into the retaining intracavity on the one hand, and on the other hand, the staff is installing pitch basis to the in-process that supports the basis, and the honeycomb duct has a location effect for pitch basis and support basis align more easily.

In summary, the present application includes at least one of the following beneficial technical effects:

1. by arranging the municipal road into a structure formed by splicing a plurality of splicing modules together, when the road surface is locally damaged, workers can independently replace the corresponding damaged splicing modules, so that the workers can maintain the road surface more conveniently;

2. by arranging the supporting foundation and the asphalt foundation in a detachable and fixed structure, when the road surface is damaged, workers can replace the supporting foundation or the asphalt foundation in a targeted manner, so that resources are saved;

3. through set up the retaining chamber in supporting the basis, set up drainage channel between pitch basis and retaining chamber for the highway has certain retaining ability, and when municipal needs water, the staff can take the water of retaining intracavity out the use, thereby has practiced thrift the water resource.

Drawings

Fig. 1 is a schematic structural diagram of an external shape of a splicing module in an embodiment of the present application.

Figure 2 is a cross-sectional view highlighting a spacing assembly and attachment at a mounting structure at an abdicating groove in an embodiment of the present application.

Fig. 3 is a partially enlarged schematic view of a portion a in fig. 2.

Fig. 4 is a schematic diagram for highlighting the arrangement structure of the steel keels in the asphalt foundation in the embodiment of the application.

Fig. 5 is a partially enlarged schematic view of a portion B in fig. 4.

Fig. 6 is a schematic view showing a connection structure of communication holes between two connected building blocks in an embodiment of the present application.

Fig. 7 is a partially enlarged schematic view of a portion C in fig. 6.

Description of reference numerals: 1. supporting a foundation; 11. a water storage cavity; 111. an independent chamber; 1111. a support bar; 12. connecting holes; 13. a water inlet hole; 14. a communicating hole; 141. an opening and closing member; 15. a groove; 151. an elastic pad; 2. an asphalt foundation; 21. mounting a shell; 211. a drain hole; 212. a flow guide pipe; 22. an asphalt layer; 221. a first part; 222. a second section; 223. a yielding groove; 3. a connecting member; 31. connecting blocks; 311. hanging holes; 312. a plum blossom groove; 4. a protective shell; 5. a limiting component; 51. a limiting plate; 511. a through hole; 52. a connecting rod; 6. a steel keel; 61. a framework; 611. a horizontal portion; 612. a vertical portion; 613. a drainage cavity; 614. a collection well; 7. and (4) connecting the pipes.

Detailed Description

The present application is described in further detail below with reference to figures 1-7.

The embodiment of the application discloses module is assembled to town road. Referring to fig. 1 and 2, the module for assembling includes a supporting base 1 and an asphalt base 2. Asphalt foundation 2 includes installation shell 21 and pitch layer 22, and installation shell 21 sets up to the ascending casing column structure of opening, and pitch layer 22 including integrative first portion 221 and the second portion 222 that sets up, first portion 221 inlays and locates in installation shell 21, and second portion 222 is located first portion 221 directly over, and the lateral surface of first portion 221 and the lateral surface parallel and level of installation shell 21.

Referring to fig. 2 and 3, the installation shell 21 is set on the upper surface of the supporting base 1, the outer side wall of the installation shell 21 is flush with the outer side wall of the supporting base 1, a plurality of sets of connecting pieces 3 are arranged between the installation shell 21 and the supporting base 1, and the installation shell 21 and the supporting base 1 are detachably connected together through the plurality of sets of connecting pieces 3.

Particularly, connecting piece 3 sets up to connecting bolt, and the multiunit groove 223 of stepping down has been seted up to the asphalt layer 22 upper surface that corresponds, and a plurality of connecting pieces 3 respectively with a plurality of groove 223 one-to-ones of stepping down, connecting piece 3 wear to locate support basis 1 after passing asphalt layer 22 and the installation shell 21 of groove 223 bottom of stepping down in proper order, sets up to threaded connection between connecting piece 3 and the support basis 1.

The staff is at the in-process of the road surface of mating formation, at first will support basic 1 and lay in the road bed, later set up pitch basis 2 in the upper surface of supporting basic 1 again, wear to establish connecting piece 3 in a plurality of grooves 223 of stepping down on pitch basis 2 simultaneously, a plurality of connecting pieces 3 are fixed in pitch basis 2 and are supported basic 1, then fill with the pitch material step down in the groove 223 can, so circulate and make a plurality of modules of assembling splice together and can realize the mating formation on road surface. When the local wearing and tearing that appears on road surface, the staff will let the pitch in the groove 223 carry out the breakage back, dismantle connecting piece 3 from assembling the module, then dismantle pitch basis 2 from supporting basis 1 get off change can, make the road surface more efficient at the in-process of repairing like this.

Be provided with protective housing 4 in the groove 223 of stepping down on pitch basis 2, protective housing 4 sets up to the decurrent casing column structure of opening, and protective housing 4 and the groove 223 adaptation of stepping down, and protective housing 4 sets up in the groove 223 of stepping down, and protective housing 4 can avoid the staff as far as possible when the asphalt material is being adorned to the groove 223 of stepping down in, and the asphalt material produces the influence to connecting piece 3.

Still be provided with spacing subassembly 5 in the groove 223 of stepping down, spacing subassembly 5 includes limiting plate 51 and many connecting rods 52, limiting plate 51 level sets up, and set up through-hole 511 on the limiting plate 51, many connecting rods 52 are all vertical to be set up under limiting plate 51, many connecting rods 52 are evenly laid around limiting plate 51's axis, a plurality of fixing bolt are worn to be equipped with by limiting plate 51's upper surface, a plurality of fixing bolt respectively with many connecting rod 52 one-to-ones, fixing bolt wears to locate connecting rod 52 after passing limiting plate 51, and then realize that limiting plate 51 and connecting rod 52 can dismantle fixedly. The bottom end of the connecting rod 52 passes through the asphalt layer 22 below the abdicating groove 223 and then is fixedly connected with the bottom wall in the mounting shell 21; the upper surface rigid coupling of connecting piece 3 has connecting block 31, has seted up hanging hole 311 on the lateral wall of connecting block 31, and the plum blossom groove 312 that makes things convenient for the staff to twist to connecting piece 3 has been seted up to the upper surface of connecting block 31 simultaneously.

When changing pitch base 2, the staff at first uses instruments such as screwdrivers to pass through the through-hole 511 on the limiting plate 51 after to twist through plum blossom groove 312 connecting piece 3, make connecting piece 3 break away from and support basis 1 and stretch out from the upper surface of limiting plate 51 after connecting block 31 passes through-hole 511, the staff can be through hooking the lifting hook in hanging hole 311 this moment, hang pitch base 2 from fixed basis, the stress point on pitch base 2 has just so been increased, make the staff more convenient at the in-process of changing pitch base 2.

In the process of screwing the connecting piece 3, when the connecting piece 3 is separated from the supporting foundation 1 but not separated from the mounting shell 21, the connecting block 31 on the connecting piece 3 extends out of the through hole 511, so that a connection relation exists between the connecting piece 3 and the mounting shell 21 in the process of hoisting the asphalt foundation 2 by a worker, the asphalt foundation 2 is more stable in the hoisting process, on the other hand, the worker can always keep the aligning state with the through hole 511 on the limiting plate 51 in the process of screwing the connecting piece 3 to enable the connecting block 31 to extend out of the upper surface of the limiting plate 51, and therefore the connecting block 31 can more easily extend out of the upper surface of the limiting plate 51.

Referring to fig. 4, a steel keel 6 for increasing stability between the installation shell 21 and the asphalt layer 22 is provided in the installation shell 21, the steel keel 6 includes a plurality of frameworks 61 arranged in parallel to each other, each framework 61 includes a horizontal portion 611 and a plurality of vertical portions 612 which are integrally provided, the horizontal portion 611 is horizontally provided in the second portion 222 of the asphalt layer 22, the plurality of vertical portions 612 are provided in the first portion 221 of the installation shell 21, the top end of each vertical portion 612 is connected with the horizontal portion 611, and the bottom end of each vertical portion 612 is fixedly connected with the bottom wall of the installation shell 21.

The steel keel 6 increases the connection relation between the asphalt layer 22 and the mounting shell 21, so that the asphalt layer 22 and the mounting shell 21 are more stable.

Referring to fig. 4 and 5, a water storage cavity 11 is arranged in the support base 1, the water storage cavity 11 includes a plurality of independent chambers 111, the independent chambers 111 are sequentially and horizontally arranged from top to bottom, and a plurality of connecting holes 12 are formed between two adjacent independent chambers 111; the upper surface of the supporting base 1 is provided with a plurality of water inlet holes 13, and the lower surface of the mounting shell 21 is provided with a plurality of water drain holes 211; a drainage cavity 613 is formed in the framework 61 of the steel keel 6, a plurality of collecting holes 614 are formed in the outer side wall of the framework 61 of the steel keel 6, a plurality of vertical parts 612 in the steel keel 6 are in one-to-one correspondence with a plurality of drainage holes 211 respectively, and the drainage cavity 613 is communicated with the water storage cavity 11 through the drainage holes 211 and the water inlet holes 13. A plurality of communication holes 14 are formed on the outer side surface of the support base 1, and the communication holes 14 are communicated with the independent chamber 111 positioned at the bottommost part among the plurality of independent chambers 111.

When meeting overcast and rainy days, a part of accumulated water on the road surface can permeate into the asphalt layer 22, the accumulated water permeating into the asphalt layer 22 enters the drainage cavity 613 through the collection hole 614, then enters the water storage cavity 11 through the drainage cavity 613, the drainage hole 211 and the water inlet 13, and the accumulated water entering the water storage cavity 11 can enter the independent chambers 111 at the bottom of the support foundation 1 through the connecting holes 12 between the two adjacent independent chambers 111. Can reduce ponding store up in the asphalt layer 22 on the one hand like this and produce the damage to asphalt layer 22, on the other hand, the ponding that enters into in independent room 111 can be kept in independent room 111 temporarily, and when municipal construction needs water, the staff can use the water in independent room 111 to the water resource has been practiced thrift.

The lower surface rigid coupling of installation shell 21 has a plurality of honeycomb ducts 212, and honeycomb duct 212 is vertical to be set up, and a plurality of honeycomb ducts 212 respectively with a plurality of wash ports 211 one-to-one, honeycomb duct 212 and the inlet opening 13 adaptation on the support basis 1, honeycomb duct 212 inserts in the inlet opening 13 on the support basis 1. The guide pipe 212 can smoothly discharge accumulated water discharged from the water discharge hole 211 at the bottom of the mounting shell 21 into the independent chamber 111, and meanwhile, in the process that a worker mounts the mounting shell 21 on the supporting base 1, the guide pipe 212 can also play a role in positioning, so that the mounting shell 21 can be more easily aligned in the process of being mounted on the supporting base 1.

Referring to fig. 1 and 2, a switching member 141 for opening and closing the communication hole 14 is detachably connected in the communication hole 14, and a worker can control the plurality of communication holes 14 on the facing surfaces of the two adjacent support bases 1 to be opened and aligned with each other according to actual needs, so as to communicate the independent chamber 111 between the two adjacent support bases 1.

Referring to fig. 6 and 7, the opening and closing member 141 is configured as a bolt, the opening and closing member 141 is in threaded connection with the communication holes 14, in order to increase the sealing performance between two communication holes 14 corresponding to each other on two adjacent support bases 1, a groove 15 is formed on the outer side surface of the support base 1 where the edge of the communication hole 14 is located, an annular elastic pad 151 is fixedly connected to the bottom wall of the groove 15, a connecting pipe 7 is arranged between two grooves 15 corresponding to each other between two adjacent support bases 1, and two ends of the connecting pipe 7 respectively abut against the elastic pads 151 in the two grooves 15.

When two support bases 1 are spliced together, two communicating holes 14 corresponding to each other between two adjacent support bases 1 are communicated through the connecting pipe 7, and two ends of the connecting pipe 7 are abutted against the elastic pads 151 in the two grooves 15, so that the sealing performance between the two communicating holes 14 corresponding to each other is improved. And the connecting pipe 7 facilitates the alignment between two adjacent supporting bases 1.

A plurality of vertically arranged support rods 1111 are fixedly connected in the independent chamber 111, two ends of each support rod 1111 are fixedly connected with the upper wall and the lower wall of the independent chamber 111 respectively, and the plurality of support rods 1111 in two adjacent independent chambers 111 are aligned one by one. The support rods 1111 increase the stability of the support base 1.

The implementation principle of the module is assembled to town road in this application embodiment is: when damage appears in the pitch layer 22 on the road surface, the staff carries out the breakage to the pitch in the groove 223 of stepping down, then will step down protective housing 4 in the groove 223 and take out, later remove connecting piece 3 to pitch basis 2 and support between the basis 1 fixed, then hang connecting piece 3 with the lifting hook, make pitch basis 2 carry out the change to corresponding pitch basis 2 after lifting out the road surface can.

When meeting in rainy day, when the ponding on road surface is in the infiltration to the pitch layer 22, will go into independent room 111 through drainage chamber 613, wash port 211, honeycomb duct 212 in the steel joist 6 in proper order and store, when municipal construction needs water, the staff uses the water discharge in the independent room 111.

A method for carrying out pavement construction by adopting a municipal road assembly module comprises the following steps:

1. leveling a foundation;

and the ground for laying the assembly modules is leveled and tamped by workers.

2. Paving the support foundation 1;

the staff lays the support foundation 1 on the road bed that has already leveled the tamped.

3. Paving an asphalt foundation 2;

the staff sets up pitch base 2 in the upper surface of supporting foundation 1, makes honeycomb duct 212 on the installation shell 21 insert in the inlet opening 13 of supporting foundation 1 at this in-process, then is fixed in the support foundation 1 with installation shell 21 with connecting piece 3 after, and the staff places protective housing 4 in the groove 223 of stepping down on pitch layer 22, later at the inslot 223 intussuseption pitch of stepping down and the compaction.

4. Circulating the step 2 and the step 3;

the step 2 and the step 3 are circulated to finish the paving of the plurality of assembled modules in sequence, and in the paving process, a worker takes out the opening and closing part 141 between two adjacent modules and inserts the connecting pipe 7 into the two grooves 15 corresponding to each other.

The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims

1. The utility model provides a module is assembled to town road which characterized in that: including supporting foundation (1) and pitch basis (2), set up in the road bed supporting foundation (1), pitch basis (2) are installed in the upper surface of supporting foundation (1).

2. The municipal road splicing module according to claim 1, wherein: be provided with a plurality of connecting pieces (3) between pitch basis (2) and supporting foundation (1), can dismantle through connecting piece (3) between pitch basis (2) and the supporting foundation (1) and link together.

3. The municipal road splicing module according to claim 2, wherein: seted up on pitch basis (2) and stepped down groove (223), connecting piece (3) set up to the bolt, and connecting piece (3) are worn to establish the diapire in the groove of stepping down (223), and connecting piece (3) pass pitch basis (2) and support basis (1) in proper order, all set up to threaded connection between connecting piece (3) and pitch basis (2) and the support basis (1).

4. The municipal road splicing module according to claim 3, wherein: a protective shell (4) used for protecting the connecting piece (3) is arranged in the abdicating groove (223).

5. The municipal road splicing module according to claim 3, wherein: asphalt foundation (2) are including installation shell (21) and pitch layer (22), and installation shell (21) are the ascending casing column structure of opening, and pitch layer (22) include first portion (221) and second portion (222), and first portion (221) rigid coupling is in installation shell (21), and second portion (222) are located the top of first portion (221), and the lateral wall of second portion (222) and the lateral wall parallel and level of installation shell (21), and pitch layer (22) and installation shell (21) are passed in proper order in connecting piece (3).

6. The municipal road assembly module of claim 5, wherein: and a limiting component (5) which is convenient for workers to hoist the asphalt layer (22) is arranged in the abdicating groove (223).

7. The municipal road assembly module of claim 6, wherein: spacing subassembly (5) include limiting plate (51) and many connecting rods (52), many connecting rods (52) pass behind pitch layer (22) and install shell (21) rigid coupling, limiting plate (51) are connected with many connecting rods (52), through-hole (511) have been seted up on limiting plate (51), the diameter of connecting piece (3) is greater than through-hole (511), and the rigid coupling has connecting block (31) on connecting piece (3), the diameter of connecting block (31) is less than through-hole (511), hanging hole (311) have been seted up on connecting block (31).

8. The municipal road assembly module of claim 5, wherein: the water storage cavity (11) has been seted up to the inside of support basis (1), inlet opening (13) with water storage cavity (11) intercommunication have been seted up to the upper surface of support basis (1), a plurality of wash ports (211) have been seted up to the lower surface of installation shell (21) that corresponds, a plurality of wash ports (211) and a plurality of inlet opening (13) one-to-one, a plurality of intercommunicating pores (14) have been seted up on the lateral wall of support basis (1), be provided with in intercommunicating pore (14) and open and close piece (141), open and close piece (141) are used for realizing the switching of intercommunicating pore (14).

9. The municipal road assembly module of claim 8, wherein: the mounting structure is characterized in that a steel keel (6) is fixedly connected to the bottom wall in the mounting shell (21), a water drainage cavity (613) is formed in the steel keel (6), the water drainage cavity (613) is communicated with water drainage holes (211) in the plurality of mounting shells (21), and a plurality of collecting holes (614) are formed in the outer side wall of the steel keel (6).

10. The municipal road assembly module of claim 8, wherein: the lower surface of the mounting shell (21) is fixedly connected with a plurality of guide pipes (212), and the guide pipes (212) respectively correspond to the plurality of drain holes (211).