CN220224818U - Permeable concrete terrace with long service life - Google Patents
Permeable concrete terrace with long service life Download PDFInfo
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- CN220224818U CN220224818U CN202321482400.1U CN202321482400U CN220224818U CN 220224818 U CN220224818 U CN 220224818U CN 202321482400 U CN202321482400 U CN 202321482400U CN 220224818 U CN220224818 U CN 220224818U
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- layer
- concrete
- terrace
- permeable
- concrete cushion
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 32
- 230000007246 mechanism Effects 0.000 claims abstract description 23
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 9
- 239000010959 steel Substances 0.000 claims abstract description 9
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 14
- 239000012466 permeate Substances 0.000 claims description 11
- 230000008878 coupling Effects 0.000 claims description 10
- 238000010168 coupling process Methods 0.000 claims description 10
- 238000005859 coupling reaction Methods 0.000 claims description 10
- 230000003014 reinforcing effect Effects 0.000 claims description 8
- 230000008595 infiltration Effects 0.000 claims description 3
- 238000001764 infiltration Methods 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 claims 1
- 239000000463 material Substances 0.000 abstract description 5
- 238000001556 precipitation Methods 0.000 abstract description 3
- 230000002035 prolonged effect Effects 0.000 abstract description 2
- 239000010410 layer Substances 0.000 description 66
- 239000002689 soil Substances 0.000 description 5
- 230000035699 permeability Effects 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- HBMJWWWQQXIZIP-UHFFFAOYSA-N silicon carbide Chemical compound [Si+]#[C-] HBMJWWWQQXIZIP-UHFFFAOYSA-N 0.000 description 1
- 229910010271 silicon carbide Inorganic materials 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
Abstract
The utility model discloses a permeable concrete terrace with a high service life, which comprises a permeable terrace layer and a connecting mechanism, wherein the bottom of the permeable terrace layer is paved with the connecting mechanism, the connecting mechanism comprises a concrete cushion layer, a groove, diagonal bracing steel bars, a supporting plate, water seepage holes and drainage holes, the permeable terrace layer is paved on the top of the concrete cushion layer, the surface of the concrete cushion layer is discontinuously provided with the groove, the concrete cushion layer is made of a high-strength waterproof concrete material, the high-strength waterproof concrete material has higher strength, rainwater generated after precipitation can infiltrate into the permeable terrace layer, and because the concrete cushion layer is waterproof, the rainwater can be converged to the top of the supporting plate and enter the groove along the water seepage holes and then be discharged along the drainage holes, so that the permeable property of the terrace is not affected, the strength of the supporting structure of the permeable terrace is improved, and the service life of the permeable terrace is prolonged.
Description
Technical Field
The utility model relates to the technical field of floors, in particular to a permeable concrete floor with a long service life.
Background
The terrace is a part of a bottom room or a road surface which is contacted with a soil layer, bears main load, is required to have certain strength and rigidity, is commonly called as a silicon carbide terrace, is generally used for a concrete ground which is required to bear wear resistance and impact resistance and is required to reduce dust, and the permeable concrete terrace is a concrete terrace structure with certain permeability, is often paved in places such as parks, walkways and the like, and has the characteristics of environmental protection, attractive appearance and good permeability.
The existing permeable concrete terrace has the following disadvantages when in use: in order to ensure the water permeability of the permeable concrete terrace, a certain gap is reserved among the adopted concrete aggregate, and the surface layer, the cushion layer and the foundation layer are made of permeable concrete materials, so that the permeable concrete terrace has the advantages of attractive appearance and water permeability, but has strength which is slightly different from that of the waterproof concrete terrace, and the permeable concrete terrace is easy to deform, collapse and the like after long-time use or heavy pressing, so that the service life of the permeable concrete terrace is influenced.
Disclosure of Invention
The utility model mainly aims to provide the permeable concrete terrace with long service life, and the strength of the permeable concrete terrace is improved by improving the structures of the cushion layer and the foundation layer at the bottom of the permeable terrace, so that the problems in the background technology can be effectively solved.
In order to achieve the above purpose, the technical scheme adopted by the utility model is as follows:
the utility model provides a high concrete terrace that permeates water of life, includes the terrace layer that permeates water, still includes coupling mechanism, coupling mechanism has been laid to terrace layer bottom that permeates water, coupling mechanism includes concrete cushion, recess, bracing reinforcing bar, layer board, infiltration hole and drainage hole, and the terrace layer that permeates water is laid at concrete cushion top and concrete cushion surface and is intermittently seted up flutedly, the recess is inside to be fixedly connected with layer board through the bracing reinforcing bar.
Further, the concrete cushion comprises a supporting mechanism, wherein the bottom of the connecting mechanism is paved with the supporting mechanism, the supporting mechanism comprises a concrete foundation layer, reinforcing steel bars and drain holes, and the bottom of the concrete cushion is paved with the concrete foundation layer; the foundation layer is laid at the top of the soil layer, reinforcing steel bars are buried in the foundation layer, the structural strength of the concrete foundation layer is improved through the reinforcing steel bars, drain holes are reserved in the concrete foundation layer and correspond to the drain holes, and it is ensured that water discharged along the drain holes can be discharged into the ground below the road surface.
Further, the bottom of the diagonal bracing steel bar is embedded into the concrete cushion layer, and the surface of the supporting plate is flush with the surface of the concrete cushion layer; the supporting plate is supported and fixed by the diagonal bracing steel bars fixed in the grooves.
Further, a water seepage hole which is convenient for water drainage is formed in the support plate, and a drainage hole is formed in the bottom end of the groove in the vertical direction; the water body is discharged into the groove through the water seepage holes and is discharged along the drainage holes.
Further, reinforcing steel bars are embedded in the concrete foundation layer in a staggered manner; the structural strength of the concrete foundation layer is improved by reinforcing steel bars.
Further, drainage holes corresponding to the drainage holes are formed in the vertical direction in the concrete foundation layer; the drainage hole is used for realizing the drainage of rainwater.
Compared with the prior art, the utility model has the following beneficial effects: the permeable terrace layer adopts permeable concrete aggregate which is paved on the surface of a concrete cushion layer, the concrete cushion layer adopts high-strength waterproof concrete material, compared with the existing permeable terrace cushion layer structure, the permeable terrace layer has higher strength, a groove is formed in the surface of the concrete cushion layer, a supporting plate is fixed in the groove through diagonal bracing steel bars, rainwater generated after precipitation can infiltrate into the permeable terrace layer, and because the concrete cushion layer is waterproof, the rainwater can flow to the top of the supporting plate and enter the groove along a water seepage hole and then is discharged along a drainage hole, the permeable property of the terrace is not affected, the supporting structure strength of the permeable terrace is improved, and the service life of the permeable terrace is prolonged; the foundation layer is laid at the top of the soil layer, reinforcing steel bars are buried in the foundation layer, the structural strength of the concrete foundation layer is improved through the reinforcing steel bars, drain holes are reserved in the concrete foundation layer and correspond to the drain holes, and it is ensured that water discharged along the drain holes can be discharged into the ground below the road surface.
Drawings
Fig. 1 is a schematic diagram of the overall structure of a permeable concrete floor with a long service life.
Fig. 2 is a schematic structural view of a connecting mechanism of a permeable concrete terrace with long service life.
Fig. 3 is a schematic view of the internal structure of a concrete foundation layer of the permeable concrete terrace with long service life.
In the figure: 1. a permeable terrace layer; 2. a connecting mechanism; 201. a concrete cushion layer; 202. a groove; 203. diagonal bracing of the steel bars; 204. a supporting plate; 205. water seepage holes; 206. drainage holes; 3. a support mechanism; 301. a concrete foundation layer; 302. reinforcing steel bars; 303. and a drain hole.
Detailed Description
The utility model is further described in connection with the following detailed description, in order to make the technical means, the creation characteristics, the achievement of the purpose and the effect of the utility model easy to understand.
As shown in fig. 1-3, a high life's permeable concrete terrace, including the terrace layer 1 that permeates water, still include coupling mechanism 2, coupling mechanism 2 has been laid to terrace layer 1 bottom that permeates water, coupling mechanism 2 includes concrete cushion 201, recess 202, bracing reinforcing bar 203, layer board 204, infiltration hole 205 and drainage hole 206, and terrace layer 1 that permeates water is laid at concrete cushion 201 top and concrete cushion 201 surface interval disconnection is equipped with recess 202, the inside bracing reinforcing bar 203 fixedly connected with layer board 204 that passes through of recess 202.
The concrete foundation layer 301 is paved at the bottom of the concrete cushion layer 201; the foundation layer is laid at the top of the soil layer, the reinforcing steel bars 302 are buried in the foundation layer, the structural strength of the concrete foundation layer 301 is improved through the reinforcing steel bars 302, the drainage holes 303 are reserved in the concrete foundation layer 301, the positions of the drainage holes 303 correspond to the positions of the drainage holes 206, and it is ensured that water discharged along the drainage holes 206 can be discharged into the ground below the road surface along the drainage holes 303.
The bottom of the diagonal bracing steel bar 203 is embedded into the concrete cushion 201, the surface of the supporting plate 204 is flush with the surface of the concrete cushion 201, water seepage holes 205 which facilitate water drainage are formed in the supporting plate 204, and drainage holes 206 are formed in the vertical direction of the bottom end of the groove 202; the supporting plate 204 is supported and fixed by the diagonal bracing steel bars 203 fixed in the groove 202, and the water body is discharged into the groove 202 through the water seepage holes 205 and is discharged along the drainage holes 206.
Wherein, reinforcing steel bars 302 are embedded in the concrete foundation layer 301 in a staggered manner, and drainage holes 303 corresponding to the drainage holes 206 are formed in the concrete foundation layer 301 in the vertical direction; the structural strength of the concrete foundation layer 301 is improved by reinforcing the reinforcing bars 302, and the drainage of rainwater is achieved by the drainage holes 303.
It should be noted that, the utility model is a permeable concrete terrace with long service life, in construction, the permeable terrace layer 1 adopts permeable concrete aggregate, it is laid on the surface of the concrete cushion layer 201, the concrete cushion layer 201 adopts high-strength waterproof concrete material, compared with the existing permeable terrace cushion layer structure, it has higher strength, set up the recess 202 on the surface of the concrete cushion layer 201 and the recess 202 is inside to fix the supporting plate 204 through the diagonal bracing steel 203, rainwater produced after precipitation can infiltrate into the permeable terrace layer 1, because the concrete cushion layer 201 is waterproof, rainwater can converge to the top of the supporting plate 204 and enter the recess 202 along the water seepage hole 205, then discharge along the drainage hole 206, neither affect the permeable property of terrace, improve the supporting structure strength of the permeable terrace at the same time, promote its service life; the foundation layer is laid at the top of the soil layer, the reinforcing steel bars 302 are buried in the foundation layer, the structural strength of the concrete foundation layer 301 is improved through the reinforcing steel bars 302, the drainage holes 303 are reserved in the concrete foundation layer 301, the positions of the drainage holes 303 correspond to the positions of the drainage holes 206, and it is ensured that water discharged along the drainage holes 206 can be discharged into the ground below the road surface along the drainage holes 303.
The foregoing has shown and described the basic principles and main features of the present utility model and the advantages of the present utility model. It will be understood by those skilled in the art that the present utility model is not limited to the embodiments described above, and that the above embodiments and descriptions are merely illustrative of the principles of the present utility model, and various changes and modifications may be made without departing from the spirit and scope of the utility model, which is defined in the appended claims. The scope of the utility model is defined by the appended claims and equivalents thereof.
Claims (6)
1. The utility model provides a concrete terrace that can permeate water that life is high, includes terrace layer (1) that permeates water, its characterized in that still includes coupling mechanism (2), coupling mechanism (2) have been laid to terrace layer (1) bottom that permeates water, coupling mechanism (2) are including concrete cushion (201), recess (202), bracing reinforcing bar (203), layer board (204), infiltration hole (205) and drainage hole (206), and terrace layer (1) that permeates water is laid at concrete cushion (201) top and concrete cushion (201) surface is intermittent setted up recess (202), recess (202) are inside through bracing reinforcing bar (203) fixedly connected with layer board (204).
2. The high life permeable concrete floor of claim 1, wherein: still include supporting mechanism (3), supporting mechanism (3) have been laid to coupling mechanism (2) bottom, supporting mechanism (3) are including concrete foundation layer (301), reinforcement bar (302) and wash port (303), concrete foundation layer (301) have been laid to concrete cushion layer (201) bottom.
3. The high life permeable concrete floor of claim 1, wherein: the bottom of the diagonal bracing steel bar (203) is embedded into the concrete cushion layer (201), and the surface of the supporting plate (204) is flush with the surface of the concrete cushion layer (201).
4. The high life permeable concrete floor of claim 1, wherein: the water seepage hole (205) convenient for water drainage is formed in the supporting plate (204), and the drainage hole (206) is formed in the vertical direction of the bottom end in the groove (202).
5. The high life permeable concrete floor of claim 2, wherein: reinforcing steel bars (302) are embedded in the concrete foundation layer (301) in a staggered mode.
6. The high life permeable concrete floor of claim 2, wherein: and drainage holes (303) corresponding to the drainage holes (206) are formed in the concrete foundation layer (301) in the vertical direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321482400.1U CN220224818U (en) | 2023-06-12 | 2023-06-12 | Permeable concrete terrace with long service life |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321482400.1U CN220224818U (en) | 2023-06-12 | 2023-06-12 | Permeable concrete terrace with long service life |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220224818U true CN220224818U (en) | 2023-12-22 |
Family
ID=89173095
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321482400.1U Active CN220224818U (en) | 2023-06-12 | 2023-06-12 | Permeable concrete terrace with long service life |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220224818U (en) |
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2023
- 2023-06-12 CN CN202321482400.1U patent/CN220224818U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20231222 Address after: No. 2 Dingjia Village, Changhong Road, Luoya Fourth Group, Guandu Street Office, Guandu District, Kunming City, Yunnan Province, 650000 Patentee after: Yunnan Longshengji Environmental Protection Technology Development Co.,Ltd. Address before: No. 2136 Tianshui Road, Xinzhan District, Hefei City, Anhui Province, 230000 Patentee before: Chen Hongrong |
|
| TR01 | Transfer of patent right |