CN209779391U - Permeation type outer-discharge curb - Google Patents
Permeation type outer-discharge curb Download PDFInfo
- Publication number
- CN209779391U CN209779391U CN201920247280.4U CN201920247280U CN209779391U CN 209779391 U CN209779391 U CN 209779391U CN 201920247280 U CN201920247280 U CN 201920247280U CN 209779391 U CN209779391 U CN 209779391U
- Authority
- CN
- China
- Prior art keywords
- half part
- curb
- lower half
- upper half
- embedded
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 26
- 230000008595 infiltration Effects 0.000 claims abstract description 14
- 238000001764 infiltration Methods 0.000 claims abstract description 14
- 239000000463 material Substances 0.000 claims description 10
- 239000004568 cement Substances 0.000 claims description 5
- 239000004575 stone Substances 0.000 claims description 3
- 230000035699 permeability Effects 0.000 abstract description 5
- 238000007599 discharging Methods 0.000 abstract description 4
- 239000012466 permeate Substances 0.000 description 6
- 230000007547 defect Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
Landscapes
- Road Paving Structures (AREA)
Abstract
The utility model discloses a permeable outer-discharging kerbstone, which comprises a kerbstone body, wherein the kerbstone body comprises a lower half part and an upper half part, the upper half part is positioned right above the lower half part, an embedded outer plate is arranged outside the left side of the kerbstone body, and an embedded edge is arranged inside the right side of the kerbstone body; the bottom surface of the lower half part is provided with ground teeth, the lower half part and the rear side surface of the upper half part are arranged in a vertically and horizontally-arranged mode, the lower end surface of the upper half part and the upper end surface of the lower half part are poured together, and the lower half part and the front side surface of the upper half part are arranged in a smooth arc surface mode. This outer curb of infiltration formula is arranged, overall structure sets up more rationally, is provided with firm curb lower part foundation structure to the superstructure that the setting has the water permeability, when separating road surface and greenery patches, also can not influence ponding infiltration and outer row, effective outer ponding of arranging avoids ponding flood, and it is firm to grab ground in the curb bottom surface simultaneously, can not become flexible easily, and practicality is higher.
Description
Technical Field
The utility model relates to a building and building materials technical field specifically is an outer curb of row of infiltration formula.
Background
Along with the economic development of China's society, the living standard of people improves, the requirement of people's material is higher and higher, and the attention to the development of afforestation cause is also higher and higher, and the curb is the boundary stone of establishing at the road surface edge, and it is as setting up the barren rock at road surface edge and other structure boundaries, and the curb that uses at present all adopts concrete and stone material that do not have the water permeability to constitute, produces ponding very easily in the south of high temperature rainy day, is unfavorable for discharging ponding, makes the greenery patches ponding too much, not only harms the growth of greenery patches plant, still makes urban flood disasters more serious.
In order to solve the defect that the curb that provides above exists and not enough, the urgent need improves the technique of curb, set up firm curb lower part foundation structure durable, and the superstructure that has the water permeability, when separating road surface and greenery patches, also can not influence ponding infiltration and outer row, effective outer ponding of arranging, avoid ponding flood waterlogging, it is firm to grab ground in the curb bottom surface simultaneously, can not become flexible easily, practicality is higher, thereby provide the outer curb of seepage type.
SUMMERY OF THE UTILITY MODEL
The utility model provides a technical problem lie in overcoming prior art's easy production ponding, be unfavorable for discharging ponding for greenery patches ponding is too much, not only harms the growth of greenery patches plant, still can make the more serious defect of urban flood disaster, provides an outer curb of arranging of infiltration formula. A curb is arranged outward to infiltration formula has firm curb lower part foundation structure to the superstructure that the setting has the water permeability, when separating road surface and greenery patches, also can not influence ponding infiltration and outer row, effective outer ponding of arranging avoids ponding to become the flood, and it is firm to grab ground in curb bottom surface simultaneously, can not become flexible easily, characteristics such as practicality is higher.
In order to achieve the above object, the utility model provides a following technical scheme: a permeable outer-discharge kerbstone comprises a kerbstone body, wherein the kerbstone body comprises a lower half part and an upper half part, the upper half part is positioned right above the lower half part, a row of permeable frames are regularly arranged on the upper end surface of the upper half part, three groups of permeable holes are regularly arranged on the front side surface of the upper half part, an inner channel is arranged inside the upper half part, an embedded outer plate is arranged outside the left side of the kerbstone body, and an embedded edge is arranged inside the right side of the kerbstone body;
The bottom surface of the lower half part is provided with ground teeth, the lower half part and the rear side surface of the upper half part are arranged in a vertically and horizontally-arranged mode, the lower end surface of the upper half part and the upper end surface of the lower half part are poured together, and the lower half part and the front side surface of the upper half part are arranged in a smooth arc surface mode.
preferably, the height of the kerbstone body is set to 25cm, the length of the kerbstone body is set to 80cm, the thickness of the upper part of the kerbstone body is set to 10cm, and the thickness of the lower half part of the kerbstone body is set to 20 cm.
Preferably, the lower half part of the upper part of the curb body is sunk to the ground, and the lower half part is made of cement concrete materials.
Preferably, the upper half part of the upper part of the curb body is exposed out of the ground surface, and the upper half part is made of an inorganic permeable concrete material.
Preferably, the inner diameter of the inner channel is set to be 6cm, the inner channel is communicated with the water seepage holes in the front side surface of the upper half part, and the inner channel is also communicated with the water seepage frame on the upper end surface of the upper half part.
Preferably, the width of the embedded outer plate is equal to that of the embedded edge, the embedded outer plate on each set of the curb bodies is embedded with the embedded edge on the adjacent set of the curb bodies, and the embedded outer plate can cover the embedded edge.
preferably, a plurality of groups of ground teeth are arranged on the lower end face of the lower half part, a rectangular notch is arranged between each group of ground teeth and the adjacent group of ground teeth, and the depth of the rectangular notch between each group of ground teeth and the adjacent group of ground teeth is set to be 3 cm.
Compared with the prior art, the beneficial effects of the utility model are that: this outer curb of infiltration formula is arranged, overall structure sets up more rationally, is provided with firm curb lower part foundation structure to the superstructure that the setting has the water permeability, when separating road surface and greenery patches, also can not influence ponding infiltration and outer row, effective outer ponding of arranging avoids ponding flood, and it is firm to grab ground in the curb bottom surface simultaneously, can not become flexible easily, and practicality is higher.
Drawings
FIG. 1 is a schematic front view of the structure of the present invention;
FIG. 2 is a schematic top view of the structure of the present invention;
FIG. 3 is a left side view of the structure of the present invention;
FIG. 4 is a schematic left sectional view of the structure of the present invention;
Figure 5 is the utility model discloses the schematic diagram is built to two adjacent curb of structure.
Reference numbers in the figures: 1. curb body, 2, lower half, 3, upper half, 4, gomphosis edge, 5, infiltration hole, 6, gomphosis planking, 7, ground tooth, 8, interior passageway, 9, the frame that permeates water.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-5, the present invention provides a technical solution: a permeable type external-discharge curb comprises a curb body 1, a lower half part 2, an upper half part 3, an embedded edge 4, water seepage holes 5, an embedded outer plate 6, ground teeth 7, an inner channel 8 and a water permeable frame 9, wherein the curb body 1 comprises the lower half part 2 and the upper half part 3, the upper half part 3 is positioned right above the lower half part 2, the lower half part 2 at the upper part of the curb body 1 is arranged by sinking on the ground, the lower half part 2 is made of cement concrete material, the upper half part 3 at the upper part of the curb body 1 is arranged by leaking the ground surface, the upper half part 3 is made of inorganic water permeable concrete material, the upper end surface of the upper half part 3 is regularly provided with a row of water permeable frame 9, the front side surface of the upper half part 3 is regularly provided with three groups of water seepage holes 5, the inner channel 8 is arranged inside the upper half part 3, the inner diameter of the inner channel 8 is set to be 6cm, and the inner channel 8 is, the inner channel 8 is also communicated with a water permeable frame 9 on the upper end surface of the upper half part 3, the height of the kerbstone body 1 is set to be 25cm, the length of the kerbstone body 1 is set to be 80cm, the thickness of the upper part of the kerbstone body 1 is set to be 10cm, the thickness of the lower half part of the kerbstone body 1 is set to be 20cm, and the right side of the kerbstone body 1 is internally provided with an embedded edge 4; and the left side of the curb body 1 is provided with an embedded outer plate 6, the embedded outer plate 6 and the embedded edge 4 are arranged in the same width, the embedded outer plate 6 on each set of the curb body 1 and the embedded edge 4 on the adjacent set of the curb body 1 are embedded, the embedded outer plate 6 can cover the embedded edge 4, the bottom surface of the lower half 2 is provided with ground teeth 7, the lower end surface of the lower half 2 is provided with a plurality of sets of ground teeth 7, a rectangular notch is arranged between each set of ground teeth 7 and the adjacent set of ground teeth 7, the depth of the rectangular notch between the ground teeth 7 and the adjacent set of ground teeth 7 is set to be 3cm, the rear side surfaces of the lower half 2 and the upper half 3 are arranged in an up-down and equal level, the lower end surface of the upper half 3 and the upper end surface of the lower half 2 are together, and the front side surfaces of the lower half 2 and the upper half 3.
As shown in fig. 1-2, curb body 1 is divided into two parts of lower half 2 and first 3 in the picture mainly, it is firm also to pour between lower half 2 and the first 3, curb body 1 is firm with underground connection building through lower half 2, curb body 1 makes ponding infiltration outer arranging through first 3, infiltration hole 5 and the frame 9 that permeates water of up end that upper end face of leading flank 3's passing through the leading flank permeate water to inside inner channel 8, finally dredge to in sewer pipe or the ponding passageway together, later lead to in the cistern, the structure sets up clearly, use the clear simple of structure.
As shown in fig. 3-5, the side section structure of the curb body 1 is shown, and a manufacturing process combining cement concrete and inorganic permeable concrete is adopted, so that the lower half part 2 and the upper half part 3 are combined more firmly, the lower half part 2 is firmer and firmer, the upper half part 3 can permeate conveniently, and the curb is suitable for a sunken green land on the roadside.
The working principle is as follows: when the permeable outer-discharging curb is used, two adjacent groups of curb bodies 1 can be mutually built together, the embedded outer plate 6 on the right group of curb bodies 1 can cover the embedded edge 4 of the left group of curb bodies 1 and be mutually embedded, gaps between the two adjacent groups of curb bodies 1 are avoided, the road surface and the green land are separated under the influence, meanwhile, the two adjacent groups of curb bodies 1 can be built more tightly, large-flow accumulated water permeates into the inner channel 8 through the water seepage holes 5 on the front side surface of the upper half part 3 of the curb body 1 or permeates into the inner channel 8 through the water permeating frame 9 on the upper end surface of the upper half part 3, meanwhile, the upper half part 3 is made of inorganic water permeating concrete material, the surface also has a certain permeation effect, the water permeating is more convenient and more convenient to discharge, the communicated inner channels 8 finally lead to a sewer pipeline or a water permeating channel, what 2 adoption of lower half of curb body 1 was cement concrete material for the lower extreme of curb body 1 is firm more, can not become flexible, can use for a long time, and 2 bottom surfaces of lower half are provided with ground tooth 7 in addition, make to be connected more firmly between lower half 2 and the subsurface soil, are difficult to become flexible, use more relieved reliably, and this is exactly this infiltration type arranges the theory of operation of curb outward.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. The utility model provides an outer curb of row of infiltration formula, includes curb body (1), its characterized in that: the kerbstone comprises a kerbstone body (1) and a curb stone body, wherein the kerbstone body (1) comprises a lower half part (2) and an upper half part (3), the upper half part (3) is positioned right above the lower half part (2), a row of water permeable frames (9) are regularly arranged on the upper end surface of the upper half part (3), three groups of water permeable holes (5) are regularly arranged on the front side surface of the upper half part (3), an inner channel (8) is arranged inside the upper half part (3), an embedded outer plate (6) is arranged outside the left side of the kerbstone body (1), and an embedded edge (4) is arranged inside the right side of the;
The bottom surface of the lower half part (2) is provided with ground teeth (7), the rear side surfaces of the lower half part (2) and the upper half part (3) are arranged in a vertically-horizontal mode, the lower end surface of the upper half part (3) and the upper end surface of the lower half part (2) are poured together, and the front side surfaces of the lower half part (2) and the upper half part (3) are arranged in a smooth arc surface mode.
2. A permeable outer discharge curb according to claim 1, characterized in that: the height of the kerbstone body (1) is set to be 25cm, the length of the kerbstone body (1) is set to be 80cm, the thickness of the upper portion of the kerbstone body (1) is set to be 10cm, and the thickness of the lower half portion of the kerbstone body (1) is set to be 20 cm.
3. A permeable outer discharge curb according to claim 1, characterized in that: the lower half part (2) of the upper part of the kerbstone body (1) is arranged by sinking on the ground, and the lower half part (2) is made of cement concrete material.
4. a permeable outer discharge curb according to claim 1, characterized in that: the upper half part (3) of the upper part of the kerbstone body (1) is arranged by leaking out of the ground surface, and the upper half part (3) is made of inorganic permeable concrete material.
5. A permeable outer discharge curb according to claim 1, characterized in that: the inner diameter of the inner channel (8) is set to be 6cm, the inner channel (8) is communicated with the water seepage holes (5) on the front side surface of the upper half part (3), and the inner channel (8) is also communicated with the water seepage frame (9) on the upper end surface of the upper half part (3).
6. A permeable outer discharge curb according to claim 1, characterized in that: the embedded outer plates (6) and the embedded edges (4) are arranged in the same width, the embedded outer plates (6) on each group of the curb bodies (1) are embedded with the embedded edges (4) on the adjacent group of the curb bodies (1), and the embedded outer plates (6) can cover the embedded edges (4).
7. a permeable outer discharge curb according to claim 1, characterized in that: the lower end face of the lower half portion (2) is provided with a plurality of groups of ground teeth (7), rectangular notches are formed between each group of ground teeth (7) and the adjacent group of ground teeth (7), and the depth of each rectangular notch between each group of ground teeth (7) and the adjacent group of ground teeth (7) is set to be 3 cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920247280.4U CN209779391U (en) | 2019-02-27 | 2019-02-27 | Permeation type outer-discharge curb |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920247280.4U CN209779391U (en) | 2019-02-27 | 2019-02-27 | Permeation type outer-discharge curb |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209779391U true CN209779391U (en) | 2019-12-13 |
Family
ID=68796320
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920247280.4U Expired - Fee Related CN209779391U (en) | 2019-02-27 | 2019-02-27 | Permeation type outer-discharge curb |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209779391U (en) |
-
2019
- 2019-02-27 CN CN201920247280.4U patent/CN209779391U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191213 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |