CN206486875U - One kind sizing channel - Google Patents
One kind sizing channel Download PDFInfo
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- CN206486875U CN206486875U CN201720043774.1U CN201720043774U CN206486875U CN 206486875 U CN206486875 U CN 206486875U CN 201720043774 U CN201720043774 U CN 201720043774U CN 206486875 U CN206486875 U CN 206486875U
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- channel body
- channel
- notch
- lap joint
- sizing
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Abstract
The utility model discloses one kind sizing channel, including channel body and concrete turning connector, channel body includes channel body, and channel body two ends are provided with notch and lap joint；Channel body is open trough structure, and gusset is provided with along outside on channel body；Lap joint includes lateral surface and outer side elevation, and lateral surface and the external side of channel are coplanar, and outer side elevation is with lateral surface in 60 ° of inclinations；Notch includes medial surface and interior facade, and medial surface is vertical with interior facade, and notch inner diameter shape and size are adapted to lap joint；When straight line is connected, set rubber water-proof to overlap connection by lap joint in notch, during turning connection, bonded and connected by cast-in-place concrete turning connector at lap joint.The utility model is simple in construction, and cost is low, easy for installation, can be achieved to turn at any angle within 30 ° of single-unit channel body and installs；Connection method is easy, junction intensity is big, anti-seepage effect is notable, channel resistance to overturning is high, the wider array of advantage of applicable surface.
Description
Technical field
The utility model is related to a kind of hydraulic engineering device, more particularly to a kind of sizing channel, belongs to agricultural water conservancy facility
Technical field.
Background technology
Sizing concrete canal has been widely used field of farm irrigation at present, is the approved product of plant produced, according to
It needs to be determined that the cross dimensions of channel, general long 2m, accept connection, there is junction connection not in current sizing concrete canal
The good, phenomenon of easy leak, reduces the utilization rate of water.Patent No. ZL201420124659.3 utility model discloses one
Water-saving water conservancy channel prefabricated component is planted, including channel main body, grafting notch and grafting are protruded, from accompanying drawing 1a：Inserted during grafting
Connect prominent insertion grafting notch；Patent No. ZL201520863887.7 utility model discloses a kind of field irrigation and uses " U "
Shape concrete water-saving channel, includes the channel section of multistage grafting successively, and the cross section of channel section is U-shaped, and one end is provided with inserting
Joint, the other end is provided with inserting groove, from accompanying drawing 1b：During grafting in connection-peg insertion inserting groove.Above-mentioned two technical scheme
There is following defect：1) relatively thin at inserting groove and connection-peg, manufacturing process is more difficult, frangible during grafting；2) at two section channels
In on same straight line could grafting, that is, can only straight cutting, needs can not be met when running into bend.
The content of the invention
Technical problem to be solved in the utility model be for prior art exist defect there is provided one kind shape canal
Road.
To solve this technical problem, the utility model provides a kind of sizing channel, including channel body and concrete
Turning connector, the channel body includes channel body, and notch and lap joint are respectively equipped with the two ends of channel body；The channel
Body is open trough structure, and the gusset with the wall thickness such as channel body is provided with along outside on channel body；The lap joint includes outside
Face and outer side elevation, the lateral surface and the external side of channel are coplanar, and outer side elevation is with lateral surface in 60 ° of inclinations；The notch
Including medial surface and interior facade, medial surface is vertical with interior facade, the shape for the notch internal diameter being made up of medial surface and interior facade and
Size is adapted to lap joint；During the channel body straight line connection, rubber water-proof is set to overlap company by lap joint in notch
Connect, during the channel body turning connection, pass through the bonding of cast-in-place concrete turning connector at lap joint and connect.
The external side of channel is at least provided with a reinforcement.
The channel body is open trapezoid groove structure or open rectangular groove structure or open U-type groove structure.
The channel body is the concrete prefabricated finished product of batch production.
The channel body that the more piece is overlapped successively is realized that straight line is seamlessly connected or turned and is seamlessly connected.
Beneficial effect：Compared with prior art, channel body construction is simple, and cost is low, is easily installed for the utility model, and
It can be achieved to turn at any angle within 30 ° of single-unit channel body and install；With connection method is easy, junction intensity is big, antiseepage
Effect is notable, channel resistance to overturning is high, the wider array of advantage of applicable surface.
Brief description of the drawings
Fig. 1 a are the structural representation of prior art one；
Fig. 1 b are the structural representation of prior art two；
Fig. 2 is structural representation of the present utility model；
Fig. 3 is structural representation top view of the present utility model；
Fig. 4 is the straight line connection diagram of the utility model channel body；
Fig. 4 a are the schematic top plan view that the utility model straight line is connected；
Fig. 5 is the turning connection diagram of the utility model channel body；
Fig. 5 a are the schematic top plan view of the utility model turning connection.
In figure：1 channel body, 2 notches, 21 medial surfaces, facade in 22,23 notch end faces, 3 lap joints, 31 lateral surfaces, outside 32
Side elevation, 33 overlap joint end surfaces, 4 gussets, 5 reinforcements, 6 rubber water-proofs, 7 cast-in-place concrete connectors, 8 waterproof mortars.
Embodiment
The utility model includes any angle seamless connecting method of channel body and channel body.
Below in conjunction with the accompanying drawings and example is specifically described to the utility model.
Fig. 2 show structural representation of the present utility model.
The channel body is the concrete prefabricated manufactured goods of batch production, and it is 2m often to save length.
The channel body includes channel body 1, and notch 2 and lap joint 3 are respectively equipped with the two ends of channel body 1.
The channel body 1 is open trough structure, along outside provided with the gusset with the grade wall thickness of channel body 1 on channel body 1
4。
Strengthened at least provided with a reinforcement 5, the reinforcement 5 along one week on the outside of channel body 1 in the outside of channel body 1
Muscle 5 is arranged on the middle part of channel body 1.
The channel body 1 is open trapezoid groove structure or open rectangular groove structure or open U-lag structure.
Fig. 3 show structural representation top view of the present utility model.
The lap joint 3 includes lateral surface 31 and outer side elevation 32, and the lateral surface 31 and the outside of channel body 1 are coplanar,
Outer side elevation 32 is with lateral surface 31 in 60 ° of inclinations, and channel body adjusts angle of turn when being easy to turn.
The notch 2 includes medial surface 21 and interior facade 22, and medial surface 21 is vertical with interior facade 22, by medial surface 21 and interior
The shape and size for the internal diameter of notch 2 that facade 22 is constituted are adapted to lap joint 3.
Fig. 4 show straight line of the present utility model and is seamlessly connected schematic diagram.
The lap joint 3 is overlapped in notch 2 to be connected by compound rubber waterstop lap seal.
Fig. 4 a show straight line connection enlarged diagram of the present utility model.
When channel body is overlapped, the medial surface 21 of notch 2 is parallel with the lateral surface 31 of lap joint 3, in the medial surface of notch 2
21 and lap joint 3 lateral surface 31 between rubber fastening band is set, overlap joint end surface 33 is parallel with interior facade 22, notch end face 23
With the 30 ° of angles of formation of outer side elevation 32 of lap joint 3, channel body realizes that straight line is connected.
Fig. 5 show of the present utility model turn and is seamlessly connected schematic diagram.
The lap joint 3 is overlapped on to bond by concrete turning connector in notch 2 and connected.
Fig. 5 a show of the present utility model turn and are seamlessly connected enlarged diagram.
More piece channel body turn an angle successively overlap joint when, the outer side elevation 32 of lap joint 3 and notch end face 23
Angle is less than 30 °, and extreme position is that outer side elevation 32 is parallel with notch end face 23, and Waterproof sand is filled in channel body junction
Slurry, around " cast-in-place concrete forms concrete turning connector with fixation in [" shape template, channel body realize turn it is seamless
Connection.
The utility model field any angle seamless connecting method, specifically includes following steps：
1. channel body straight line is seamlessly connected
1) groove is excavated in field first, sectional dimension is more than channel body, trench bottom surfaces soil compaction to channel body
Bottom surface elevation；
2) first segment channel body is laid in initial point；
3) rubber water-proof 6 is set on the medial surface 21 of channel body notch 2；
4) second section channel body is laid, second section channel body is overlapped on the medial surface of first segment channel body notch
Lap joint；
5) channel body is laid successively to terminal by above-mentioned bridging method；
6) backfill in channel body side grooves is extremely less than on channel body along 2cm and be compacted.2. channel body
When turning is seamlessly connected：
1) groove is excavated in field first, sectional dimension is more than channel body；
2) digged in the turning junction of channel body；
3) it will dig after place's trench bottom surfaces soil compaction with cement sand plaster, and dig portion bottom surface casting concrete to canal
Road body bottom surface elevation；
4) " [" shape template that concrete turning connector 7 is installed in place both sides is digged；
5) channel body is laid into overlap joint successively by required angle of turn, channel body notch 2 medial surface 21 with
The waterproof mortar 8, " cast-in-place concrete in [" shape template of junction both sides are filled between the lateral surface 31 of one section channel body lap joint 3
Form turning connector 7 and fix angle of turn；
6) after the form removal of channel body turning concrete connectors 7, by backfill in channel body side grooves to being less than
Along at 2cm and being compacted on channel body.
Compared with prior art, channel body construction is simple, and cost is low, is easily installed, and can realize list for the utility model
Save to turn at any angle within 30 ° of channel body and install；With connection method is easy, junction intensity is big, anti-seepage effect significantly,
The high advantage of channel resistance to overturning, the wider array of advantage of applicable surface.
The utility model the embodiment above, is merely illustrative, be not it is only, it is all in the range of the utility model
Or the change in the range of equivalent the utility model is surrounded by the utility model.
Claims (5)
1. one kind sizing channel, including channel body, more piece channel body are sequentially connected, it is characterised in that：The channel body
Including channel body (1), notch (2) and lap joint (3) are respectively equipped with the two ends of channel body (1)；The channel body (1) is opening
Formula slot structure, the gusset (4) with the wall thickness such as channel body (1) is provided with channel body (1) along outside；The lap joint (3) includes
It is coplanar on the outside of lateral surface (31) and outer side elevation (32), the lateral surface (31) and channel body (1), outer side elevation (32) with it is outer
(31) are in 60 ° of inclinations sideways；The notch (2) includes medial surface (21) and interior facade (22), medial surface (21) and interior facade
(22) vertically, the shape and size of notch (2) internal diameter being made up of medial surface (21) and interior facade (22) are fitted with lap joint (3)
Match somebody with somebody；When the channel body more piece straight line is seamlessly connected, the lap joint (3) is overlapped in notch (2) and set between the two
Rubber water-proof (6), when the channel body more piece turning is seamlessly connected, the lap joint (3) is overlapped in notch (2) by anti-
Water mortar mix cast-in-place concrete connector (7) realizes seamless connection of turning.
2. sizing channel according to claim 1, it is characterised in that：Add on the outside of the channel body (1) at least provided with one
Strengthening tendons (5).
3. sizing channel according to claim 1, it is characterised in that：The channel body (1) is open trapezoid groove structure
Or open rectangular groove structure or open U-lag structure.
4. sizing channel according to claim 1, it is characterised in that：The channel body is the concrete prefabricated system of batch production
Finished product, " [" shape concrete connectors template is steel finished product.
5. the sizing channel according to claim any one of 1-4, it is characterised in that：The channel sheet that the more piece is overlapped successively
Body is realized that straight line is seamlessly connected or turned and is seamlessly connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720043774.1U CN206486875U (en) | 2017-01-16 | 2017-01-16 | One kind sizing channel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720043774.1U CN206486875U (en) | 2017-01-16 | 2017-01-16 | One kind sizing channel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206486875U true CN206486875U (en) | 2017-09-12 |
Family
ID=59766034
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720043774.1U Active CN206486875U (en) | 2017-01-16 | 2017-01-16 | One kind sizing channel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206486875U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106677132A (en) * | 2017-01-16 | 2017-05-17 | 山东省水利科学研究院 | Shape fixing channel and field all-angle seamless connection method thereof |
| CN109281301A (en) * | 2018-10-22 | 2019-01-29 | 浙江水利水电学院 | One kind hanging irrigation canal construction method |
| KR20210063694A (en) * | 2019-11-25 | 2021-06-02 | 이완표 | Structure of Waterway |
-
2017
- 2017-01-16 CN CN201720043774.1U patent/CN206486875U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106677132A (en) * | 2017-01-16 | 2017-05-17 | 山东省水利科学研究院 | Shape fixing channel and field all-angle seamless connection method thereof |
| CN109281301A (en) * | 2018-10-22 | 2019-01-29 | 浙江水利水电学院 | One kind hanging irrigation canal construction method |
| KR20210063694A (en) * | 2019-11-25 | 2021-06-02 | 이완표 | Structure of Waterway |
| KR102301862B1 (en) | 2019-11-25 | 2021-09-14 | 이완표 | Structure of Waterway |
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