CN208778852U - A kind of pipeline laying structure - Google Patents
A kind of pipeline laying structure Download PDFInfo
- Publication number
- CN208778852U CN208778852U CN201821507683.XU CN201821507683U CN208778852U CN 208778852 U CN208778852 U CN 208778852U CN 201821507683 U CN201821507683 U CN 201821507683U CN 208778852 U CN208778852 U CN 208778852U
- Authority
- CN
- China
- Prior art keywords
- layer
- concrete
- bottom end
- pond
- drainpipe
- 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.)
- Active
Links
Abstract
The utility model embodiment discloses a kind of pipeline laying structure, solves existing pipeline laying structure, structure is complicated, installation trouble, increase labor intensity, after cable tube installation, due to impeded drainage, it is easy to rot, influence normal the problem of using, it includes prevailing roadway, the prevailing roadway bottom end is filled with the first mountain flour layer, first mountain flour layer bottom end is equipped with pipe pillow, pipe pillow inside is equipped with cable tube, pipe pillow outside is filled with concrete layer, concrete layer bottom end is filled with concrete cushion, concrete cushion center bottom is fixed with the first drainpipe, first drainpipe one end was connected with pond, it crosses on the inside of pond and is coated with cement mortar, brick layer is installed on the outside of cement mortar, the utility model, structure is simple, facilitate installation, reduce artificial labor intensity, special water discharge member is installed, it is installed in cable tube Later, convenient for draining in time, it not will cause pipeline and rot, guarantee normal use.
Description
Technical field
The utility model relates to pipeline configuration technical field more particularly to a kind of pipeline laying structures.
Background technique
Pipeline is connected into pipe, pipe connector and valve etc. for conveying gas, liquid or with solid particle
Fluid device, pipeline is widely applied and conglomerate because of its own unique feature, and multi-field, having many uses for pipeline is general,
It is used primarily in water supply, draining, heat supply, gives gas, long distance delivery oil and natural gas, agricultural irrigation, hydraulic engineering and various
In commercial plant, existing pipeline laying structure, structure is complicated, installation trouble, increases labor intensity, after cable tube installation,
Due to impeded drainage, it is easy to rot, influences normally to use.
So how to design a kind of pipeline laying structure, becoming us will currently be solved the problems, such as.
Utility model content
The utility model embodiment discloses a kind of pipeline laying structure, and the existing pipeline of effective solution is laid with knot
Structure, structure is complicated, installation trouble, increases labor intensity, after cable tube installation, due to impeded drainage, is easy to rot, influence just
The problem of normal use.
The utility model embodiment provides a kind of pipeline laying structure, comprising: prevailing roadway, the prevailing roadway bottom end
Filled with the first mountain flour layer, the first mountain flour layer bottom end is equipped with pipe pillow, and pipe pillow inside is equipped with cable tube, and pipe pillow outside is filled with
Concrete layer, concrete layer bottom end are filled with concrete cushion, and concrete cushion center bottom is fixed with the first drainpipe, and first
Drainpipe one end was connected with pond, crosses on the inside of pond and is coated with cement mortar, and brick layer, brick layer outside are equipped on the outside of cement mortar
Filled with the second mountain flour layer, crosses pond top and concrete cover board is installed, concrete cover board bottom end is equipped with buffer layer, and concrete cover board bottom end is run through
Buffer layer is fixed with self-tapping screw, is socketed with plastic expansion pipe on the outside of self-tapping screw, plating is equipped between concrete cover board both ends and brick layer
Zinc angle bar, the inclination of galvanized angle iron bottom end are fixed with dowel, and the second mountain flour layer top side is equipped with municipal road surface, cross pond bottom end
It is fixed with concrete layer, basin bottom is crossed by the second drainpipe and is connected with blowoff basin, blowoff basin front bottom end is connected with municipal blowdown
Pipe.
Preferably, the blowoff basin is identical as pool construction is crossed.
Preferably, first drainpipe and the second drainpipe are a kind of PVC material component.
Preferably, the ratio of cement and mortar is 1:2 in the cement mortar.
Preferably, the concrete layer uses C15 concrete.
Preferably, the buffer layer is a kind of rubber material component.
The utility model, structure is simple, facilitates installation, reduces artificial labor intensity, is equipped with special water discharge member,
After cable tube installation, convenient for draining in time, it not will cause pipeline and rot, guarantee normal use.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only
It is some embodiments of the utility model, for those of ordinary skill in the art, before not making the creative labor property
It puts, can also be obtained according to these attached drawings other attached drawings.
Fig. 1 is the utility model overall structure diagram;
Fig. 2 is A-A cross-sectional view in the utility model Fig. 1;
Fig. 3 is B-B cross-sectional view in the utility model Fig. 1;
Fig. 4 is C-C cross-sectional view in the utility model Fig. 1;
Fig. 5 is the utility model self-tapping screw mounting structure schematic diagram;
Fig. 6 is the utility model dowel mounting structure schematic diagram;
Fig. 7 is the utility model buffer layer structure schematic diagram.
Specific embodiment
In order to make those skilled in the art better understand the scheme of the utility model, with reference to the accompanying drawing and specific implementation
The utility model is described in further detail for mode.Obviously, described embodiment is only the utility model a part
Embodiment, instead of all the embodiments.Based on the embodiments of the present invention, those of ordinary skill in the art are not doing
Every other embodiment obtained under the premise of creative work out, fall within the protection scope of the utility model.
Embodiment one, is provided by Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5, Fig. 6 and Fig. 7, and the utility model includes prevailing roadway 1,
1 bottom end of prevailing roadway is filled with the first mountain flour layer 2, and 2 bottom end of the first mountain flour layer is equipped with pipe pillow 3, and 3 inside of pipe pillow is equipped with cable
Pipe 4,3 outside of pipe pillow are filled with concrete layer 5, and 5 bottom end of concrete layer is filled with concrete cushion 6, in 6 bottom end of concrete cushion
Portion is fixed with the first drainpipe 7, and 7 one end of the first drainpipe was connected with pond 8, crosses on the inside of pond 8 and is coated with cement mortar 9, water
Brick layer 10 is installed on the outside of cement mortar 9, is filled with the second mountain flour layer 11 on the outside of brick layer 10,8 top of pond is crossed and concrete cover board is installed
12,12 bottom end of concrete cover board is equipped with buffer layer 20, and 12 bottom end of concrete cover board is fixed with self-tapping screw 21, self tapping spiral shell through buffer layer 20
21 outside of silk is socketed with plastic expansion pipe 22, and galvanized angle iron 13, galvanized angle iron 13 are equipped between 12 both ends of concrete cover board and brick layer 10
Bottom end inclination is fixed with dowel 19, and 11 top side of the second mountain flour layer is equipped with municipal road surface 14, crosses 8 bottom end of pond and is fixed with concrete
Layer 15 crosses 8 bottom of pond by the second drainpipe 16 and is connected with blowoff basin 17, and 17 front bottom end of blowoff basin is connected with municipal blowdown
Pipe 18 has first dug pipeline geosyncline, has crossed pond 8 and blowoff basin 17, then the first drainpipe 7 is mounted on pipeline geosyncline and crosses pond 8
Between, the second drainpipe 16 was embedded between pond 8 and blowoff basin 17,17 one end of blowoff basin is connect with municipal sewage pipe 18,
Concrete is poured into pipeline geosyncline and forms concrete cushion 6, then is consolidated cable tube 4 by pipe pillow 3 on concrete cushion 6
Be scheduled on concrete cushion 6, then by concrete toward pouring into form concrete layer 5 above, toward concrete layer 5 on pour into mountain flour into
Row compacting forms the first mountain flour layer 2, is later layered on above road surface before on the first mountain flour layer 2, forms prevailing roadway 1,
It crosses pond 8 and 17 lowermost end of blowoff basin pours into concrete and forms concrete layer 15, on 15 top of concrete layer, two bricks laid on edge forms brick layer 10,
Rendering concrete sand forms cement mortar 9 between 15 top of brick layer 10 and concrete layer, then inserts between 10 outside of brick layer and ground
Mountain flour forms the second mountain flour layer 11, and galvanized angle iron 13 is installed on 10 top of brick layer, concrete cover board 12, concrete are covered on galvanized angle iron 13
Cover board 12 is installed by self-tapping screw 21 and plastic expansion pipe 22, is fixed by dowel 19, is carried out by buffer layer 20
Buffering, in use, the water at cable tube 4 entered pond 8 by the first drainpipe 7, crosses water in order to pedestrian's normally travel
Pond 8 enters blowoff basin 17 by the second drainpipe 16 again, is discharged finally by municipal sewage pipe 18, is easy to use.
Embodiment two, on the basis of example 1, blowoff basin 17 are identical as 8 structure of pond is crossed, in order to blowoff basin 17
It builds and repairs.
Embodiment three, on the basis of example 1, the first drainpipe 7 and the second drainpipe 16 are a kind of PVC material
Component, using and replacing convenient for the first drainpipe 7 and the second drainpipe 16.
Example IV, on the basis of example 1, the ratio of cement and mortar is 1:2 in cement mortar 9, increases draining
Pond 17 and the waterproofness for crossing pond 8.
Embodiment five, on the basis of example 1, concrete layer 15 use C15 concrete, convenient for the use of concrete layer 15.
Embodiment six, on the basis of example 1, buffer layer 20 are a kind of rubber material component, increase buffer layer 20
Buffering effect.
Working principle: the utility model has first dug pipeline geosyncline, has crossed pond 8 and blowoff basin 17, then the first drainpipe 7 is pacified
It mounted in pipeline geosyncline and crosses between pond 8, the second drainpipe 16 was embedded between pond 8 and blowoff basin 17, blowoff basin 17 1
End is connect with municipal sewage pipe 18, and concrete is poured into pipeline geosyncline and forms concrete cushion 6, then on concrete cushion 6
Cable tube 43 is fixed on concrete cushion 6 by face by pipe pillow, then by concrete toward pouring into form concrete layer 5 above,
Mountain flour is poured on toward concrete layer 5 and carries out compacting the first mountain flour layer 2 of formation, later by road surface before on the first mountain flour layer 2
It is layered on above, forms prevailing roadway 1, cross pond 8 and 17 lowermost end of blowoff basin pours into concrete and forms concrete layer 15, pushed up in concrete layer 15
Two bricks laid on edge are held to form brick layer 10, rendering concrete sand forms cement mortar 9 between 15 top of brick layer 10 and concrete layer, then in brick
Filling mountain flour forms the second mountain flour layer 11 between 10 outside of layer and ground, galvanized angle iron 13 is installed on 10 top of brick layer, zinc-plated
Cover concrete cover board 12 on angle bar 13, concrete cover board 12 is installed by self-tapping screw 21 and plastic expansion pipe 22, by dowel 19 into
Row is fixed, and is buffered by buffer layer 20, in order to pedestrian's normally travel, in use, the water at cable tube 4 passes through first row
Water pipe 7 entered pond 8, crosses pond 8 and enters blowoff basin 17 by the second drainpipe 16 again, finally by municipal sewage pipe
18 discharges, are easy to use.
The utility model has the advantage that structure is simple compared with prior art, facilitates installation, reduces artificial labour
Intensity is equipped with special water discharge member, after cable tube installation, convenient for draining in time, not will cause pipeline and rots, guarantee
It is normal to use.
A kind of pipeline laying structure provided by the utility model is described in detail above, for the one of this field
As technical staff have change in specific embodiments and applications based on the idea of the embodiment of the present invention
Place, in conclusion the content of the present specification should not be construed as a limitation of the present invention.
Claims (6)
1. a kind of pipeline laying structure, including prevailing roadway (1), it is characterised in that: prevailing roadway (1) bottom end is filled with the
One mountain flour layer (2), first mountain flour layer (2) bottom end are equipped with pipe pillow (3), are equipped with cable tube (4) on the inside of pipe pillow (3), and pipe rests the head on (3)
Outside is filled with concrete layer (5), and concrete layer (5) bottom end is filled with concrete cushion (6), in concrete cushion (6) bottom end
Portion is fixed with the first drainpipe (7), and the first drainpipe (7) one end was connected with pond (8), is crossed on the inside of pond (8) and is coated with cement
Mortar (9), cement mortar (9) outside are equipped with brick layer (10), and the second mountain flour layer (11) is filled on the outside of brick layer (10), crosses pond
(8) top is equipped with concrete cover board (12), and concrete cover board (12) bottom end is equipped with buffer layer (20), and concrete cover board (12) bottom end is through buffering
Layer (20) is fixed with self-tapping screw (21), is socketed with plastic expansion pipe (22) on the outside of self-tapping screw (21), concrete cover board (12) both ends with
It is equipped between brick layer (10) galvanized angle iron (13), the inclination of galvanized angle iron (13) bottom end is fixed with dowel (19), the second mountain flour layer
(11) top side is equipped with municipal road surface (14), is crossed pond (8) bottom end and is fixed with concrete layer (15), is crossed pond (8) bottom and is passed through
Second drainpipe (16) is connected with blowoff basin (17), and blowoff basin (17) front bottom end is connected with municipal sewage pipe (18).
2. a kind of pipeline laying structure according to claim 1, it is characterised in that: the blowoff basin (17) and excessively pond
(8) structure is identical.
3. a kind of pipeline laying structure according to claim 1, it is characterised in that: first drainpipe (7) and second
Drainpipe (16) is a kind of PVC material component.
4. a kind of pipeline laying structure according to claim 1, it is characterised in that: in the cement mortar (9) cement and
The ratio of mortar is 1:2.
5. a kind of pipeline laying structure according to claim 1, it is characterised in that: the concrete layer (15) uses C15 concrete.
6. a kind of pipeline laying structure according to claim 1, it is characterised in that: the buffer layer (20) is a kind of rubber
Material members.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821507683.XU CN208778852U (en) | 2018-09-14 | 2018-09-14 | A kind of pipeline laying structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821507683.XU CN208778852U (en) | 2018-09-14 | 2018-09-14 | A kind of pipeline laying structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN208778852U true CN208778852U (en) | 2019-04-23 |
Family
ID=66161272
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201821507683.XU Active CN208778852U (en) | 2018-09-14 | 2018-09-14 | A kind of pipeline laying structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN208778852U (en) |
-
2018
- 2018-09-14 CN CN201821507683.XU patent/CN208778852U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN205999782U (en) | A kind of pre-buried closed bridge drainage system | |
CN205604000U (en) | Novel permeable pavement brick | |
CN207608784U (en) | A kind of drainage arrangement of asphalt roads | |
CN102758639A (en) | Anti-blowout long tube grouting method for limited-space tunnels | |
CN205259214U (en) | Pin -connected panel rainwater regulation pond of method of sinking construction | |
CN204352649U (en) | Construction rainwater-collecting cyclic utilization system | |
CN201546313U (en) | Landscape pebble apron with water drainage ditch | |
CN208778852U (en) | A kind of pipeline laying structure | |
CN210151748U (en) | Foundation pit water collection surface drainage dewatering system | |
CN203383853U (en) | Buffering system for solving problem of insufficient drainage ability of tunnel central ditch | |
CN205399343U (en) | Reinforcement type waterproof and anti -seepage bank protection | |
CN108179677A (en) | Sponge urban water-through pavement | |
CN208831025U (en) | A kind of hydrous fluids underground chamber concrete construction anti-seepage device | |
CN113756257A (en) | Soil and water conservation bank protection structure | |
CN206916904U (en) | A kind of flexible water sealing structure | |
CN207727715U (en) | Sponge Comprehensive Utilization System of Urban Rainwater | |
CN207828803U (en) | A kind of Box-shaped Drainage Culvert of combination retaining wall | |
CN206512743U (en) | River course soil-baffling structure | |
CN207109995U (en) | A kind of town road drainage arrangement | |
CN206173891U (en) | River protection is with ecological protection slope | |
CN206143782U (en) | Structure is backfilled to settling basin | |
CN219862367U (en) | Built-in drainage structure for municipal bridge | |
CN206052924U (en) | Buried filter pipe gully | |
CN207891686U (en) | Sponge urban water-through pavement | |
CN203594457U (en) | Device for reinforcing karez tunnel by anchoring self-rotating anchor rod on geogrid |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |