CN210684364U - Road surface layer structure that building rubbish was recycled - Google Patents
Road surface layer structure that building rubbish was recycled Download PDFInfo
- Publication number
- CN210684364U CN210684364U CN201921388087.9U CN201921388087U CN210684364U CN 210684364 U CN210684364 U CN 210684364U CN 201921388087 U CN201921388087 U CN 201921388087U CN 210684364 U CN210684364 U CN 210684364U
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- layer
- waste
- seepage
- soil
- waste material
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- 239000002344 surface layer Substances 0.000 title claims abstract description 17
- 239000002699 waste material Substances 0.000 claims abstract description 64
- 239000010410 layer Substances 0.000 claims abstract description 51
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 29
- 239000002689 soil Substances 0.000 claims abstract description 23
- 238000010276 construction Methods 0.000 claims abstract description 19
- 239000006185 dispersion Substances 0.000 claims abstract description 17
- 238000004064 recycling Methods 0.000 claims abstract 6
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 11
- 230000005540 biological transmission Effects 0.000 claims description 8
- 239000002351 wastewater Substances 0.000 claims description 6
- 239000011800 void material Substances 0.000 claims description 4
- 229910000831 Steel Inorganic materials 0.000 abstract description 9
- 239000010959 steel Substances 0.000 abstract description 9
- 230000000694 effects Effects 0.000 abstract description 3
- 230000008595 infiltration Effects 0.000 abstract description 3
- 238000001764 infiltration Methods 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 239000002352 surface water Substances 0.000 description 2
- 208000010392 Bone Fractures Diseases 0.000 description 1
- 206010017076 Fracture Diseases 0.000 description 1
- 208000013201 Stress fracture Diseases 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000000855 fermentation Methods 0.000 description 1
- 230000004151 fermentation Effects 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 238000002386 leaching Methods 0.000 description 1
- 238000009991 scouring Methods 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 238000002791 soaking Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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- Road Paving Structures (AREA)
Abstract
A road surface layer structure for recycling construction waste relates to the technical field of construction road surfaces; the lower part of surface course is provided with stereoplasm waste material permeable bed, and pre-buried in the surface course has the dowel steel, equidistant fixed powerful dispersion pole on the dowel steel, and the upper end of locating stereoplasm waste material permeable bed is inserted to power dispersion pole, is provided with the space layer in the stereoplasm waste material permeable bed, and the end-to-end connection of space layer has vertical french drain, installs the infiltration drain pipe in the vertical french drain, and the lower part of stereoplasm waste material permeable bed is provided with soil waste material bed course, is provided with steel bar brace in the soil waste material bed course. A road surface layer structure that building rubbish was recycled, utilize the nature of the similar aggregate after stereoplasm building rubbish is smashed, support each other between the aggregate, the clearance between the aggregate plays the effect of permeating water, utilizes soil property building rubbish as the bed course on road surface, effectively utilizes building rubbish, solves potential safety hazard and pollution, has reduced the treatment cost.
Description
Technical Field
The utility model relates to a building road surface technical field, concretely relates to road surface layer structure that building rubbish was recycled.
Background
The construction waste refers to residue, waste soil, waste material, residual mud and other wastes generated in the process of constructing, laying, dismantling and repairing various buildings, structures, pipe networks and the like by construction and construction units or individuals.
At present, the random stacking of the construction wastes is easy to generate potential safety hazards, and the site selection of most urban construction waste stacking places has randomness to a great extent, so that a great number of potential safety hazards are left. During the process of stacking and burying the construction waste, leachate or leachate which is the sewage seeped by fermentation, leaching and scouring of rainwater and soaking of surface water and underground water can cause serious pollution to the surrounding surface water and underground water. The construction waste as waste can not be effectively utilized, and has safety hidden danger and pollution without being treated.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a road surface layer structure that simple structure, reasonable in design, convenient to use's building rubbish was recycled to prior art's defect and not enough.
In order to achieve the above object, the utility model adopts the following technical scheme: the soil waste water seepage and drainage device comprises a surface layer, a hard waste water seepage layer, a force transmission rod, a force dispersion rod, a void layer, a longitudinal blind ditch, a seepage and drainage pipe, a soil waste cushion layer and a reinforcing steel bar support; the soil waste water-permeable layer is arranged below the surface layer, a force transmission rod is pre-buried in the surface layer, force dispersion rods are fixed on the force transmission rod at equal intervals, the force dispersion rods are inserted into the upper end of the hard waste water-permeable layer, a gap layer is arranged in the hard waste water-permeable layer, the tail end of the gap layer is connected with a longitudinal blind ditch, a water seepage and drainage pipe is installed in the longitudinal blind ditch, a soil waste cushion layer is arranged below the hard waste water-permeable layer, and a reinforcing steel bar support is arranged in the soil waste cushion layer.
Furthermore, the center of the seepage and drainage pipe is a drainage space, the pipe wall of the seepage and drainage pipe is provided with a plurality of seepage holes leading to the drainage space, and the water inlets of the seepage holes are positioned on the outer wall of the seepage and drainage pipe.
Furthermore, the force dispersion rod and the dowel bar are vertically welded.
Furthermore, gravels are paved in the space layer and the longitudinal blind ditch.
Furthermore, the hard waste on the hard waste permeable layer is made of crushed hard construction waste.
Further, the reinforcing steel bar support is a wavy reinforcing steel bar.
The utility model discloses a theory of operation does: the soil waste cushion layer is paved with soil building waste, a reinforcing steel bar support is inserted during paving, the reinforcing steel bar support plays a supporting role, the hard building waste is tamped after reaching a certain thickness, the crushed hard building waste is used as a hard waste permeable layer and is compacted, a force transmission rod pre-embedded in the surface layer is stressed and then uniformly transmitted to a force dispersion rod, the force is uniformly distributed on the dispersed hard waste permeable layer, and the local stress fracture of the surface layer can be effectively avoided; the crushed hard construction waste plays a role in water permeation, water flows into the longitudinal blind ditch longitudinally or transversely from broken stones on the hard waste permeable layer or the void layer, and is discharged after entering the drainage space through the water inlet of the water permeation hole of the water permeation and drainage pipe.
After the structure is adopted, the utility model discloses the beneficial effect who produces does: a road surface layer structure that building rubbish was recycled, utilize the nature of the similar aggregate after stereoplasm building rubbish is smashed, mutual support between the aggregate, the clearance between the aggregate plays the effect of permeating water, utilizes soil property building rubbish as the bed course on road surface, effectively utilizes building rubbish, solves potential safety hazard and pollution, has reduced the treatment cost, the utility model has the advantages of simple structure, set up reasonable, the cost of manufacture low.
Drawings
FIG. 1 is a block diagram of the present invention;
FIG. 2 is a sectional structure view of the water seepage and drainage pipe of the present invention;
fig. 3 is an external structure view of the seepage and drainage pipe of the utility model.
Description of reference numerals:
surface course 1, stereoplasm waste permeable layer 2, dowel steel 3, power dispersion pole 4, space layer 5, vertical french drain 6, infiltration drain pipe 7, soil property waste material bed course 8, reinforcing bar support 9, drainage space 10, infiltration hole 11, water inlet 12.
Detailed Description
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed to be used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without inventive exercise.
Referring to fig. 1 to fig. 3, the following technical solutions are adopted in the present embodiment: the soil waste water seepage and drainage device comprises a surface layer 1, a hard waste water seepage layer 2, a force transmission rod 3, a force dispersion rod 4, a void layer 5, a longitudinal blind ditch 6, a seepage and drainage pipe 7, a soil waste cushion layer 8 and a reinforcing steel bar support 9; the below of surface course 1 be provided with stereoplasm waste material permeable stratum 2, pre-buried dowel steel 3 that has in the surface course 1, equidistant perpendicular welding is strong dispersion pole 4 on dowel steel 3, the upper end of locating stereoplasm waste material permeable stratum 2 is inserted to power dispersion pole 4, evenly transmits for power dispersion pole 4 behind the 3 atress of pre-buried dowel steel in the surface course 1, will power evenly distributed on the stereoplasm waste material permeable stratum 2 of dispersion, can effectively avoid the local atress fracture of surface course 1.
The hard waste permeable layer 2 is internally provided with a gap layer 5, the tail end of the gap layer 5 is connected with a longitudinal blind ditch 6, a water seepage and drainage pipe 7 is arranged in the longitudinal blind ditch 6, the center of the water seepage and drainage pipe 7 is a drainage space 10, the pipe wall of the water seepage and drainage pipe 7 is provided with a plurality of water seepage holes 11 leading to the drainage space 10, the water inlets 12 of the water seepage holes 11 are positioned on the outer wall of the water seepage and drainage pipe 7, the crushed hard construction waste plays a role in water seepage, water flows into the longitudinal blind ditch 6 longitudinally or transversely through crushed stones of the hard waste permeable layer 2 or the gap layer 5, and is discharged after entering the drainage space 10 through the water inlets 12 of the water seepage holes 11 of the water.
And broken stones are laid in the space layer 5 and the longitudinal blind ditch 6 and play a role in water filtration.
The hard waste material of the hard waste permeable layer 2 is made of crushed hard construction waste, and is laid and rolled compactly.
The below of stereoplasm waste material permeable bed 2 is provided with soil property waste material bed course 8, is provided with steel bar support 9 in the soil property waste material bed course 8, and steel bar support 9 is wavy reinforcing bar, has the supporting role, prevents collapsing.
After adopting above-mentioned structure, this embodiment produces beneficial effect does: this embodiment a pavement layer structure that building rubbish was recycled utilizes the nature of the similar aggregate after stereoplasm building rubbish is smashed, mutual support between the aggregate, and the clearance between the aggregate plays the effect of permeating water, utilizes soil property building rubbish as the bed course on road surface, effectively utilizes building rubbish, solves potential safety hazard and pollution, has reduced the treatment cost, this embodiment has simple structure, sets up reasonable, cost of manufacture low grade advantage.
The basic principles and main features of the invention and the advantages of the invention have been shown and described above. It will be understood by those skilled in the art that the present invention is not limited to the above embodiments, and that the foregoing embodiments and descriptions are provided only to illustrate the principles of the present invention without departing from the spirit and scope of the present invention. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (6)
1. The utility model provides a road surface layer structure that building rubbish was recycled which characterized in that: the soil waste water seepage and drainage device comprises a surface layer, a hard waste water seepage layer, a force transmission rod, a force dispersion rod, a void layer, a longitudinal blind ditch, a seepage and drainage pipe, a soil waste cushion layer and a reinforcing steel bar support; the soil waste water-permeable layer is arranged below the surface layer, a force transmission rod is pre-buried in the surface layer, force dispersion rods are fixed on the force transmission rod at equal intervals, the force dispersion rods are inserted into the upper end of the hard waste water-permeable layer, a gap layer is arranged in the hard waste water-permeable layer, the tail end of the gap layer is connected with a longitudinal blind ditch, a water seepage and drainage pipe is installed in the longitudinal blind ditch, a soil waste cushion layer is arranged below the hard waste water-permeable layer, and a reinforcing steel bar support is arranged in the soil waste cushion layer.
2. The pavement layer structure for recycling construction waste according to claim 1, wherein: the center of the seepage and drainage pipe is a drainage space, the pipe wall of the seepage and drainage pipe is provided with a plurality of seepage holes leading to the drainage space, and the water inlets of the seepage holes are positioned on the outer wall of the seepage and drainage pipe.
3. The pavement layer structure for recycling construction waste according to claim 1, wherein: the force dispersion rod is vertically welded with the dowel bar.
4. The pavement layer structure for recycling construction waste according to claim 1, wherein: and gravels are paved in the space layer and the longitudinal blind ditch.
5. The pavement layer structure for recycling construction waste according to claim 1, wherein: the hard waste material of the hard waste permeable layer is crushed hard construction waste.
6. The pavement layer structure for recycling construction waste according to claim 1, wherein: the reinforcing steel bar support is a wavy reinforcing steel bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921388087.9U CN210684364U (en) | 2019-08-26 | 2019-08-26 | Road surface layer structure that building rubbish was recycled |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921388087.9U CN210684364U (en) | 2019-08-26 | 2019-08-26 | Road surface layer structure that building rubbish was recycled |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210684364U true CN210684364U (en) | 2020-06-05 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921388087.9U Active CN210684364U (en) | 2019-08-26 | 2019-08-26 | Road surface layer structure that building rubbish was recycled |
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| CN (1) | CN210684364U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114934419A (en) * | 2022-05-19 | 2022-08-23 | 亿通工程检测有限责任公司 | Pavement anti-cracking drainage pipe and construction method thereof |
-
2019
- 2019-08-26 CN CN201921388087.9U patent/CN210684364U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114934419A (en) * | 2022-05-19 | 2022-08-23 | 亿通工程检测有限责任公司 | Pavement anti-cracking drainage pipe and construction method thereof |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: Room 2259, no.661, MaoYuan Road, Fengxian District, Shanghai 201400 Patentee after: Shanghai Xiaoqi New Energy Technology Group Co.,Ltd. Country or region after: China Address before: Room 2259, 661 MaoYuan Road, Fengxian District, Shanghai, 201499 Patentee before: Shanghai Xiaoqi New Energy Technology Co.,Ltd. Country or region before: China |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240618 Address after: 245000 No. 181, Fushan Village, Yansi Town, Huizhou District, Huangshan City, Anhui Province Patentee after: Yu Chenghao Country or region after: China Address before: Room 2259, no.661, MaoYuan Road, Fengxian District, Shanghai 201400 Patentee before: Shanghai Xiaoqi New Energy Technology Group Co.,Ltd. Country or region before: China |