CN206721850U - A kind of Prefabricated member for concrete channel - Google Patents
A kind of Prefabricated member for concrete channel Download PDFInfo
- Publication number
- CN206721850U CN206721850U CN201720497413.4U CN201720497413U CN206721850U CN 206721850 U CN206721850 U CN 206721850U CN 201720497413 U CN201720497413 U CN 201720497413U CN 206721850 U CN206721850 U CN 206721850U
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- CN
- China
- Prior art keywords
- member bodies
- connecting plate
- close
- bodies
- eaves
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Abstract
The utility model discloses a kind of Prefabricated member for concrete channel, including member bodies, eaves, one end of member bodies and the side close to member bodies inwalls is provided with the first u-shaped connecting plate of section, the one end of member bodies away from the first connecting plate and positioned at the second connecting plate being provided with close to the side of member bodies outer walls for being connected on the first connecting plate of adjacent members body, first connecting plate is provided with the first link slot for concrete insertion close to the side of member bodies outer wall, second connecting plate is provided with the second link slot to match with the first link slot close to the side of member bodies inwall.When two this kind of Prefabricated member for concrete channel interconnect, it is connected to using the first connecting plate on the second connecting plate, the first card article is embedded in the first neck simultaneously, and second card article be embedded in the second neck, two member bodies can be stitched together, and gap when splicing is very close, the channel of formation is with regard to antileaking.
Description
Technical field
It the utility model is related to farmland channel construction material, more particularly to a kind of Prefabricated member for concrete channel.
Background technology
The method that channel in modern countryside is laid using concrete prefabricated element mostly, so as to realize the construction of channel,
But at present between concrete prefabricated element in connection, generally existing seals the problem of bad, so as to cause the water in channel
Easily leakage.
Utility model content
The purpose of this utility model is to provide a kind of Prefabricated member for concrete channel, can reduce the possibility of channel leak
Property.
Above-mentioned technical purpose of the present utility model technical scheme is that:A kind of concrete canal is pre-
Component processed, including the u-shaped member bodies in section, the eaves for being arranged on the member bodies both sides, the one of the member bodies
Hold and the side close to the member bodies inwall is provided with the first u-shaped connecting plate of section, the member bodies
Away from first connecting plate one end and positioned at close to the member bodies outer wall side be provided with for be connected to it is adjacent
The second connecting plate on first connecting plate of the member bodies, first connecting plate is close to the member bodies outer wall
Side be provided with for concrete insertion the first link slot, second connecting plate is close to the side of the member bodies inwall
It is provided with the second link slot to match with first link slot.
By using such scheme, when two this kind of Prefabricated member for concrete channel interconnect, it is utilized
In the first connecting plate in a member bodies be connected on the second connecting plate in another member bodies, you can by two structures
Part body is stitched together, and gap during splicing is very close, and the channel of formation is with regard to antileaking;Utilize and be arranged on simultaneously
The second link slot on the first link slot and second connecting portion on first connecting plate, between the first link slot and the second link slot
Cavity in i.e. be available for concrete to pour into, after concrete coagulation, the member bodies of both sides can be fixed together, gap it
Between can be clogged by concrete, further lifted two spliced sealings of member bodies, can finally effectively reduce channel
The possibility of leak.
It is of the present utility model to be further arranged to:The thickness of first connecting plate and second connecting plate is described
The half of member bodies thickness.
By using such scheme, the thickness of the first connecting plate and the second connecting plate is all made to the one of member bodies thickness
Half, when on the second connecting plate that the first connecting plate in a member bodies is connected in another member bodies, two structures
The channel inwall that part body is spliced is more smooth, and the smooth degree that water flows in channel is also improved while better appearance.
It is of the present utility model to be further arranged to:The eaves is provided with anti-skidding on the outer wall away from the member bodies side
Groove.
By using such scheme, when being spliced into channel by multiple member bodies, using being arranged on eaves away from component sheet
Antiskid groove on the outer wall of body side, people walk when on channel, and antiskid groove can improve the frictional force between sole, pin
The phenomenon for being not susceptible to skid is stepped down on eaves.
It is of the present utility model to be further arranged to:Multiple reinforcements are provided between the eaves and the outer wall of the member bodies
Muscle.
By using such scheme, what the position between eaves and member bodies was often broken because of stress concentration shows
As now using eaves and multiple reinforcements before member bodies outer wall is arranged on, reinforcement can increase eaves and member bodies
Between the firmness that combines so that be not susceptible to be broken between eaves and member bodies.
It is of the present utility model to be further arranged to:Between bearing of trend of multiple reinforcements along the member bodies is uniform
Every distribution.
By using such scheme, bearing of trend uniform intervals of multiple reinforcements along member bodies are distributed, so that
A reinforcement can be had between member bodies and eaves every a certain distance by obtaining, and further increased and tied between eaves and member bodies
The firmness of conjunction.
It is of the present utility model to be further arranged to:The member bodies are provided with multiple overflows close to the side of the eaves
Hole.
By using such scheme, when running into the more weather of rainwater, water in channel may spill-over come out, make
The water surface covers eaves, people wants to walk the shoes that can drench when on eaves, now using being arranged on member bodies close to the more of eaves side
Individual spout hole, will spill-over go out the water of eaves and can be discharged out of spout hole, the water of discharge can be penetrated into soil, so as to have
Effect reduces the possibility that the water surface covers eaves.
In summary, the utility model has the advantages that:When two this kind of Prefabricated member for concrete channel are mutual
When linking together, using the first connecting plate in one of member bodies be connected in another member bodies second connect
On fishplate bar, while the first card article is embedded in the first neck, and the second card article is embedded in the second neck, you can by two components
Body is stitched together, and gap during splicing is very close, and the channel of formation is with regard to antileaking;Simultaneously using being arranged on the
The second link slot on the first link slot and second connecting portion on one connecting plate, between the first link slot and the second link slot
It is available for concrete to pour into cavity, after concrete coagulation, the member bodies of both sides can be fixed together, between gap
It can be clogged by concrete, further lift two spliced sealings of member bodies, can finally effectively reduce channel leakage
The possibility of water.
Brief description of the drawings
Fig. 1 is the utility model structure diagram;
Fig. 2 is connection relationship diagram when two member bodies are stitched together in the utility model.
In figure:1st, member bodies;2nd, eaves;21st, antiskid groove;22nd, reinforcement;3rd, the first connecting plate;31st, the first connection
Groove;4th, the second connecting plate;41st, the second link slot;5th, spout hole.
Embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
A kind of Prefabricated member for concrete channel, reference picture 1, it is u-shaped that this kind of Prefabricated member for concrete channel includes section
Member bodies 1, be integrally disposed upon the eaves 2 of member bodies 1;Wherein offered on side outer wall of the eaves 2 away from member bodies 1
Multiple antiskid grooves 21, multiple antiskid grooves 21 uniform intervals on the outer wall of eaves 2 are distributed;Eaves 2 and member bodies 1 is outer simultaneously
Multiple reinforcements 22, bearing of trend uniform intervals distribution of multiple reinforcements 22 along member bodies 1 have been wholely set between wall.
Member bodies 1 offer multiple spout holes 5, extension of multiple spout holes 5 along member bodies 1 close to the side of eaves 2
Direction uniform intervals distribution;Wherein one end of member bodies 1 and the first company has been wholely set it close to the side of member bodies 1 inwalls
Fishplate bar 3, the section of the first connecting plate 3 are in the U-shaped to match with the section of member bodies 1;The thickness of the first connecting plate 3 is structure simultaneously
The half of part body 1, the first connecting plate 3 offer the first connection for concrete insertion close to the side of the outer wall of member bodies 1
Groove 31.
The one end of member bodies 1 away from the first connecting plate 3 and it has been wholely set second close to the side of member bodies 1 outer walls
Connecting plate 4, the section of the second connecting plate 4 is equally in the U-shaped to match with the section of member bodies 1, and the second connecting plate 4 is close to structure
The side of the inwall of part body 1 offers the second link slot 41 to match with the first link slot 31, while the thickness of the second connecting plate 4
For the half of member bodies 1.
Principle:Reference picture 1, Fig. 2, when two member bodies 1 are mutually stitched together, in a member bodies 1
One connecting plate 3 is connected on the second connecting plate 4 in another member bodies 1, now the first link slot on the first connecting plate 3
31 and second the second link slot 41 on connecting plate 4 can form the cavity poured into for concrete, can consolidate after concrete coagulation
Determine side pieces body 1, being sealedly and fixedly connected between final i.e. achievable two member bodies 1.
This specific embodiment is only that it is not to limitation of the present utility model, ability to explanation of the present utility model
Field technique personnel can make the modification of no creative contribution to the present embodiment as needed after this specification is read, but
As long as all protected in right of the present utility model by Patent Law.
Claims (6)
1. a kind of Prefabricated member for concrete channel, including the member bodies that section is u-shaped(1), be arranged on the member bodies
(1)The eaves of both sides(2), it is characterised in that:The member bodies(1)One end and positioned at close to the member bodies(1)Inwall
Side be provided with the first u-shaped connecting plate of section(3), the member bodies(1)Away from first connecting plate(3)'s
One end and positioned at close to the member bodies(1)The side of outer wall is provided with for being connected to the adjacent member bodies(1)'s
First connecting plate(3)On the second connecting plate(4), first connecting plate(3)Close to the member bodies(1)Outer wall
Side is provided with the first link slot for concrete insertion(31), second connecting plate(4)Close to the member bodies(1)It is interior
The side of wall is provided with and first link slot(31)The second link slot to match(41).
A kind of 2. Prefabricated member for concrete channel according to claim 1, it is characterised in that:First connecting plate(3)
With second connecting plate(4)Thickness be the member bodies(1)The half of thickness.
A kind of 3. Prefabricated member for concrete channel according to claim 2, it is characterised in that:The eaves(2)Away from described
Member bodies(1)Antiskid groove is provided with the outer wall of side(21).
A kind of 4. Prefabricated member for concrete channel according to claim 3, it is characterised in that:The eaves(2)With the structure
Part body(1)Outer wall between be provided with multiple reinforcements(22).
A kind of 5. Prefabricated member for concrete channel according to claim 4, it is characterised in that:Multiple reinforcements(22)
Along the member bodies(1)Bearing of trend uniform intervals distribution.
A kind of 6. Prefabricated member for concrete channel according to claim 5, it is characterised in that:The member bodies(1)Lean on
The nearly eaves(2)Side be provided with multiple spout holes(5).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201720497413.4U CN206721850U (en) | 2017-05-05 | 2017-05-05 | A kind of Prefabricated member for concrete channel |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720497413.4U CN206721850U (en) | 2017-05-05 | 2017-05-05 | A kind of Prefabricated member for concrete channel |
Publications (1)
Publication Number | Publication Date |
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CN206721850U true CN206721850U (en) | 2017-12-08 |
Family
ID=60510204
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Application Number | Title | Priority Date | Filing Date |
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CN201720497413.4U Expired - Fee Related CN206721850U (en) | 2017-05-05 | 2017-05-05 | A kind of Prefabricated member for concrete channel |
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CN (1) | CN206721850U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109281301A (en) * | 2018-10-22 | 2019-01-29 | 浙江水利水电学院 | One kind hanging irrigation canal construction method |
-
2017
- 2017-05-05 CN CN201720497413.4U patent/CN206721850U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109281301A (en) * | 2018-10-22 | 2019-01-29 | 浙江水利水电学院 | One kind hanging irrigation canal construction method |
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Legal Events
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: 20171208 Termination date: 20180505 |
|
CF01 | Termination of patent right due to non-payment of annual fee |