CN210031393U - Assembled drainage device suitable for factory broken stone road repair - Google Patents
Assembled drainage device suitable for factory broken stone road repair Download PDFInfo
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- CN210031393U CN210031393U CN201920282031.9U CN201920282031U CN210031393U CN 210031393 U CN210031393 U CN 210031393U CN 201920282031 U CN201920282031 U CN 201920282031U CN 210031393 U CN210031393 U CN 210031393U
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Abstract
The utility model discloses an assembled drainage device suitable for plant broken stone maintenance road, which comprises a section cabin body, wherein the section cabin body, a base layer, a section plate body and a surface layer are sequentially arranged in the section cabin body from bottom to top; a groove is longitudinally arranged along the profile plate body, a through hole is formed in one end of the profile cabin body, and the through hole is communicated with the groove. The prefabricated first profile cabin body, the prefabricated second profile cabin body, the prefabricated first profile plate body, the prefabricated second profile plate body, the prefabricated cement concrete base layer and the prefabricated permeable concrete surface layer are combined, so that the construction progress of a factory drainage project can be accelerated; open excavation of a drainage side ditch is not needed, and the effective utilization space of the road traveling crane can be enlarged; the power distribution system is in three-dimensional intersection with a high-voltage current collecting line arranged on the inner side of a road, so that the road building width and the earth volume are saved; can be repeatedly used.
Description
Technical Field
The utility model belongs to the technical field of drainage device, a assembled drainage device suitable for factory broken stone maintenance road is related to.
Background
At present, the policy support of the state on the photovoltaic industry is continuously weakened, the competition of the photovoltaic market is more and more intense, meanwhile, the requirement of the state on environmental protection in engineering construction is higher and higher, and the requirements on how to guarantee the construction period, the splicing quality, the cost reduction, the ecological protection and the like in the engineering construction gradually become one of important innovative ideas for breaking through the competition situation of the current photovoltaic market.
As an auxiliary project of the whole photovoltaic project, the factory drainage project is less in place than electrical and civil engineering projects, but the project amount is large, so the cost ratio of the whole project is not easy to be overlooked.
The traditional method of the photovoltaic project factory drainage project is that a trapezoidal section concrete drainage side ditch is arranged along the longitudinal through length of the excavation side of a photovoltaic project access road, but the photovoltaic project occupies a large area, the on-site access road usually extends for several kilometers, the drainage side ditch path in the drainage project is long, and the project cost is high; the construction quality is difficult to ensure; the whole control on the construction period and the cost of the whole project is not easy to carry out; the traditional gutter is easily blocked by silt and weeds in the using process; the traditional drainage side ditch is easy to generate frost heaving cracks and deformation cracks and has poor durability; the traditional drainage side ditch needs to be matched with a water collecting well, so that the engineering cost is increased invisibly; the traditional drainage side ditch can not be repeatedly utilized and is easy to damage the ecological environment of a factory.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing an assembled drainage device suitable for factory rubble is examined and repaired way solves the drainage facility that exists among the prior art and arranges the problem that conflict and drainage structures engineering volume are big that easily arranges with place current collecting line cable pit.
The technical scheme adopted by the utility model is that the assembled drainage device suitable for the plant broken stone maintenance road comprises a section cabin body, wherein the section cabin body, a base layer, a section plate body and a surface layer are sequentially arranged in the section cabin body from bottom to top; a groove is longitudinally arranged along the profile plate body, a through hole is formed in one end of the profile cabin body, and the through hole is communicated with the groove.
The utility model is also characterized in that,
the section cabin body comprises a first section cabin body and a second section cabin body which are in lap joint in an upward pressing mode, and the second section cabin body is pressed on the first section cabin body.
The section bar plate body includes first section bar plate body and second section bar plate body, and first section bar plate body swing joint is internal in first section bar cabin, is provided with the recess on the first section bar plate body, and second section bar plate body swing joint is internal in the second section bar cabin, and first section bar plate body and second section bar plate body are the mode overlap joint of "pushing down" on, and the second section bar plate body is pressed on first section bar plate body.
The first section cabin body is externally connected with a drain pipe close to the drain side.
First preformed grooves are formed in the inner walls of the two sides of the first profile cabin body, and the first profile plate body is inserted into the first profile cabin body through the first preformed grooves.
And second preformed grooves are formed in the inner walls of the two sides in the second profile cabin, and the second profile plate body is inserted into the second profile cabin through the second preformed grooves.
The cross sections of the first profile cabin body and the second profile cabin body are in a trapezoid shape with a large upper part and a small lower part.
The base course is the cement concrete base course that can bear rubble road surface top driving load.
The surface layer is a pervious concrete surface layer which can rapidly discharge rainwater seeped from the gravel pavement.
The beneficial effects of the utility model reside in that:
the utility model relates to an assembled drainage device suitable for the rubble maintenance road in factory, the prefabricated first section cabin body of standard unit length, the second section cabin body, first section plate body, second section plate body and cement concrete basic unit, the concrete surface course that permeates water combine together, can accelerate the construction progress of factory drainage engineering; open excavation of a drainage side ditch is not needed, and the effective utilization space of the road traveling crane can be enlarged; the power distribution system is in three-dimensional intersection with a high-voltage current collecting line arranged on the inner side of a road, so that the road building width and the earth volume are saved; the use amount of templates and concrete is greatly saved, and the engineering cost is reduced; the drainage channel is effectively prevented from being blocked by silt and weeds, so that the drainage efficiency is ensured; the first profile cabin body, the second profile cabin body, the first profile plate body and the second profile plate body can be repeatedly utilized.
Drawings
FIG. 1 is a top view of the assembled drainage device of the present invention for a road maintenance of plant debris;
FIG. 2 is a cross sectional view of side A of the assembled drainage device of the present invention, which is suitable for the road maintenance of plant debris;
FIG. 3 is a sectional view of the first sectional cabin body at the side A of the assembled drainage device suitable for the plant broken stone maintenance road of the utility model taken along the line 1-1;
FIG. 4 is a cross sectional view of side B of the assembled drainage device of the present invention, which is suitable for the plant area road repairing by crushing stones;
FIG. 5 is a 2-2 sectional view of a second profile cabin body on the B side of an assembled drainage device suitable for a plant broken stone maintenance road of the utility model;
FIG. 6 is a schematic view of the structure of the preformed groove on the inner wall of the sectional material cabin of the assembled drainage device suitable for the road repairing of the rubble in the factory;
fig. 7 is a plan layout schematic diagram of the assembled drainage device on the road suitable for the plant broken stone maintenance road of the utility model.
In the figure, 1, a section cabin body, 1-a, a first section cabin body, 1-b, a second section cabin body, 2, a cement concrete base layer, 3, a section plate body, 3-a, a first section plate body, 3-b, a second section plate body, 4, a permeable concrete surface layer, 5, a groove, 6, a through hole, 7, a drain pipe, 8, a first reserved groove, 9, a second reserved groove, 10, a road, 11, a filling side slope and 12, a digging side slope.
Detailed Description
The present invention will be described in detail with reference to the accompanying drawings and specific embodiments.
An assembled drainage device suitable for plant broken stone maintenance roads is shown in figures 1 and 2 and comprises a section cabin body 1, wherein the section cabin body 1, a cement concrete base layer 2, a section plate body 3 and a permeable concrete surface layer 4 are sequentially arranged in the section cabin body 1 from bottom to top; the profile cabin 1 comprises a first profile cabin 1-a and a second profile cabin 1-b which are connected in a lap joint mode of 'up-down' (the second profile cabin 1-b presses the first profile cabin 1-a). When the engineering construction is applied, the prefabricated assembly type component combination length of the utility model is matched with the road 10 roadbed width by adjusting the lap joint length of the first section cabin body 1-a and the second section cabin body 1-b. As shown in fig. 3, 4 and 5, a groove 5 is provided along the longitudinal center line of the profile plate body 3, the groove 5 is close to the drainage side (i.e., side a indicated in fig. 3) of the device, one end of the profile cabin body 1 is provided with a through hole 6, and the through hole 6 is communicated with the semicircular groove 5.
The section plate body 3 comprises a first section plate body 3-a and a second section plate body 3-b, the first section plate body 3-a is movably connected in the first section cabin body 1-a in a groove penetrating mode, the groove 5 is positioned on the first section plate body 3-a and is close to the water discharging side of the device, the through hole 6 is positioned on the first section plate body 3-a and is close to the water discharging side of the device, and in the engineering embodiment, a PVC water discharging pipe 7 is connected outside the through hole 6. Rainwater infiltrated from the pervious concrete surface layer 4 enters the groove 5, and then is discharged to the outer side of the road through the semicircular groove 5 and the external PVC drain pipe 7. The length of the PVC drain pipe 7 needs to be set in combination with the actual situation of the road outer side slope, so that the drain pipe 7 is ensured to extend out of the outer side slope and drain rainwater to a low-lying position on the outer side of the side slope, and the side slope is prevented from collapsing. The second section bar plate body 3-b is movably connected in the second section bar cabin body 1-b by a groove-through mode, and the first section bar plate body 3-a and the second section bar plate body 3-b are connected in a lap joint mode of 'up-down' (the second section bar plate body 3-b presses the first section bar plate body 3-a). The end of the second profile cabin body 1-B far away from the first profile cabin body 1-a is a side B.
Preferably, the first profile cabin body 1-a, the second profile cabin body 1-b, the first profile plate body 3-a and the second profile plate body 3-b are made of PE materials or other alternative materials, and the drain pipe 7 is a PVC drain pipe.
The first profile cabin body 1-a, the second profile cabin body 1-b, the first profile plate body 3-a and the second profile plate body 3-b are all prefabricated by reverse die of a manufacturer, and the indexes of plate body thickness, plate body size, reserved groove position, reserved groove size and the like are strictly controlled in the production process. In order to control the qualification rate of finished products, product qualification certificates are set in the same batch so as to facilitate the inspection when the products are delivered and the goods acceptance on the construction site.
Wherein, the concrete water cement ratio, concrete aggregate gradation, concrete strength, pervious concrete strength, water permeability, porosity, slump and the like are strictly controlled in the production process of the cement concrete 2 and the pervious concrete 4. In order to control the qualification rate of finished products, product qualification certificates are set in the same batch so as to facilitate the inspection when the products are delivered and the goods acceptance on the construction site.
As shown in fig. 6, first preformed grooves 8 are formed on the inner walls of the longitudinal two sides of the first profile cabin body 1-a, and the first profile plate body 3-a is connected in the first profile cabin body 1-a through the first preformed grooves 8, that is, the first profile plate body 3-a is inserted in the first preformed grooves 8. The inner two side inner walls of the second profile cabin body 1-b are provided with second reserved grooves 9, the second profile plate body 3-b is connected to the second profile cabin body 1-b through the second reserved grooves 9, namely the second profile cabin body 1-b is inserted in the second reserved grooves 9.
The cross sections of the first profile cabin body 1-a and the second profile cabin body 1-b are in a trapezoid shape with a large top and a small bottom.
The utility model relates to an assembled drainage device suitable for factory's rubble maintenance road transversely arranges with road aequilate along factory's maintenance road, according to the difference of road longitudinal gradient and local annual equal rainfall intensity, arranges one along vertical every interval 100 of road and 200m to satisfy factory's road drainage demand, saved drainage engineering's engineering volume simultaneously again to a great extent.
The utility model relates to an assembled drainage device's drainage principle suitable for factory rubble is examined and repaired way as follows:
(1) the assembled drainage device is transversely arranged at intervals of 100-200m along the longitudinal direction of the road, so that the catchment area of the road in a factory area can be divided into a plurality of small units of which the square meters are about 500, and rainwater collected in each unit is discharged to the upper gravel pavement of the assembled drainage device through the longitudinal slope of the road;
(2) rainwater seeps into the permeable concrete surface layer 4 of the assembled drainage device of the utility model through the gravel road surface and then is discharged to the A side of the section cabin body 1 along with the longitudinal slope at the bottom of the section plate body 3;
(3) the rainwater discharged to the side A of the section cabin body 1 is finally discharged to a low-lying place of the plant area through the semicircular groove 5 and the external PVC drain pipe 7, so that the drainage requirement of the plant area is finally met.
The utility model relates to an assembled drainage device's application method suitable for factory rubble is examined and repaired way as follows:
as shown in fig. 7, firstly, a foundation pit is transversely excavated along the broken stone road subgrade according to the sizes of the first profile cabin body 1-a and the second profile cabin body 1-b, a trench bottom longitudinal slope not less than 0.5 percent is required to be arranged in the foundation pit (the collected rainwater is conveniently and smoothly and quickly discharged to a low-lying position of a plant area far away from the excavation side of a road), and then the soil shortage at the bottom of the foundation pit is leveled and compacted; measuring the roadbed width of a road 10 where the device needs to be arranged, and calculating and determining the lap joint length of the first profile cabin body 1-a and the second profile cabin body 1-b according to the standard segment length of the two cabin bodies; then sequentially placing the first profile cabin body 1-a and the second profile cabin body 1-B in the foundation pit, so that the A side of the first profile cabin body 1-a is placed on the filling side slope 11 side, and the B side of the second profile cabin body 1-B is placed on the excavation side slope 12 side; according to the roadbed width of the actually built road 10 and the calculated and determined lapping length of the first profile cabin body 1-a and the second profile cabin body 1-b, the first profile cabin body 1-a and the second profile cabin body are lapped in an up-pressing mode (namely the second profile cabin body 1-b presses the first profile cabin body 1-a), and a foundation pit and a gap between the first profile cabin body 1-a and the second profile cabin body are filled compactly; pouring cement concrete at the bottoms of the first profile cabin body 1-a and the second profile cabin body 1-b, compacting by vibration, plastering and forming to form a cement concrete base layer 2, and sequentially inserting the first profile plate body 3-a and the second profile plate body 3-b into the corresponding cabin bodies to ensure that the lower parts of the cabin bodies are tightly filled and have no hollowing phenomenon; pouring permeable concrete on the tops of the first profile cabin body 1-a and the second profile cabin body 1-b, vibrating, compacting, and plastering for forming to form a permeable concrete surface layer 4; and (3) maintaining plain concrete and pervious concrete in the first profile cabin body 1-a and the second profile cabin body 1-b, and uniformly paving broken stone pavements after concrete in the cabin bodies is maintained. According to the difference of road 10 vertical gradient and the equal rainfall intensity in local year, arrange one along road 10 vertical every interval 100 supplyes one the utility model discloses an assembled device to satisfy factory road 10 drainage demands, saved drainage engineering's engineering volume simultaneously again to a great extent.
In the above way, the prefabricated first profile cabin body 1-a, the prefabricated second profile cabin body 1-b, the prefabricated first profile plate body 3-a, the prefabricated second profile plate body 3-b, the prefabricated cement concrete base layer 2 and the prefabricated permeable concrete surface layer 4 are combined, so that the construction progress of the drainage engineering in the plant area can be accelerated; open excavation of a drainage side ditch is not needed, and the effective utilization space of the road traveling crane is enlarged; the power distribution system is in three-dimensional intersection with a high-voltage current collecting line arranged on the inner side of a road, so that the road building width and the earth volume are saved; the use amount of templates and concrete is greatly saved, and the engineering cost is reduced; the drainage channel is effectively prevented from being blocked by silt and weeds, so that the drainage efficiency is ensured; the first profile cabin body 1-a, the second profile cabin body 1-b, the first profile plate body 3-a and the second profile plate body 3-b can be recycled.
Claims (9)
1. The assembled drainage device suitable for the plant broken stone maintenance road is characterized by comprising a profile cabin body (1), wherein the profile cabin body (1), a base layer (2), a profile plate body (3) and a surface layer (4) are sequentially arranged in the profile cabin body (1) from bottom to top; a groove (5) is longitudinally formed in the profile plate body (3), a through hole (6) is formed in one end of the profile cabin body (1), and the through hole (6) is communicated with the groove (5).
2. The fabricated drainage device suitable for the plant broken stone maintenance road according to claim 1, wherein the profile body (1) comprises a first profile body (1-a) and a second profile body (1-b) which are overlapped in an up-and-down manner, and the second profile body (1-b) is pressed on the first profile body (1-a).
3. The assembled drainage device suitable for the plant gravel repair road according to claim 1 or 2, wherein the profile plate body (3) comprises a first profile plate body (3-a) and a second profile plate body (3-b), the first profile plate body (3-a) is movably connected in the first profile cabin body (1-a), the groove (5) is positioned on the first profile plate body (3-a), the second profile plate body (3-b) is movably connected in the second profile cabin body (1-b), the first profile plate body (3-a) and the second profile plate body (3-b) are overlapped in an up-down mode, and the second profile plate body (3-b) is pressed on the first profile plate body (3-a).
4. A prefabricated water drainage device suitable for a plant broken stone maintenance road according to claim 3, wherein the first profile body (1-a) is connected with a water drainage pipe (7) through a through hole (6).
5. The assembly type drainage device suitable for the plant broken stone maintenance road according to claim 3, wherein the first profile cabin body (1-a) is provided with first preformed grooves (8) on two side inner walls, and the first profile plate body (3-a) is inserted into the first profile cabin body (1-a) through the first preformed grooves (8).
6. The assembly type drainage device suitable for the plant broken stone maintenance road according to claim 3, wherein the second profile cabin body (1-b) is provided with second reserved grooves (9) on the inner walls of both sides, and the second profile plate body (3-b) is inserted into the second profile cabin body (1-b) through the second reserved grooves (9).
7. The fabricated drainage device suitable for the plant broken stone maintenance road according to claim 2, wherein the cross section of the first profile body (1-a) and the second profile body (1-b) is in a trapezoid shape with a large top and a small bottom.
8. The fabricated drainage device suitable for factory site gravel repair road of claim 1, wherein the base layer (2) is a cement concrete base layer capable of bearing the top traffic load of a gravel road.
9. The fabricated drainage device suitable for the plant broken stone maintenance road according to claim 1, wherein the surface layer (4) is a pervious concrete surface layer capable of rapidly draining rainwater seeping from a broken stone pavement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920282031.9U CN210031393U (en) | 2019-03-06 | 2019-03-06 | Assembled drainage device suitable for factory broken stone road repair |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920282031.9U CN210031393U (en) | 2019-03-06 | 2019-03-06 | Assembled drainage device suitable for factory broken stone road repair |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210031393U true CN210031393U (en) | 2020-02-07 |
Family
ID=69354132
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920282031.9U Expired - Fee Related CN210031393U (en) | 2019-03-06 | 2019-03-06 | Assembled drainage device suitable for factory broken stone road repair |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210031393U (en) |
-
2019
- 2019-03-06 CN CN201920282031.9U patent/CN210031393U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200207 |
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| CF01 | Termination of patent right due to non-payment of annual fee |