CN204080766U - A kind of field water channel production road - Google Patents
A kind of field water channel production road Download PDFInfo
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- CN204080766U CN204080766U CN201420563664.4U CN201420563664U CN204080766U CN 204080766 U CN204080766 U CN 204080766U CN 201420563664 U CN201420563664 U CN 201420563664U CN 204080766 U CN204080766 U CN 204080766U
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Abstract
A kind of field water channel production road, comprise canal lamina tecti, step cover plate of going to the field, bracing frame, step of going to the field, crossbeam, its feature: lid layer cover plate on channel, this floor cover plate is connected to form field water channel production road by polylith canal lamina tecti and at least one piece step cover plate of going to the field, every block canal lamina tecti arranged on left and right sides is provided with bracing frame, and bracing frame is located at outside channel sidewall; The go to the field one or both sides of step cover plate are provided with step of going to the field, canal lamina tecti soffit and step cover plate soffit of going to the field are equipped with down boss and embed in channel, canal lamina tecti upper surface and step cover plate upper surface of going to the field are equipped with catchment tray, guiding gutter, charge for remittance hole, can play the effect collecting precipitation, cover plate also can reduce the moisture evaporation in channel simultaneously.The utility model takies other hardly and ploughs, and saves land resources, except having the function on agricultural production road, field, also has the Collection utilization collected rainfall, reduce moisture evaporation, be beneficial to water resource, the several functions such as protection channel body.
Description
Technical field
The utility model relates to the production road, a kind of field in land control and farmland water conservancy works.
Background technology
Production road is important traffic during a kind of Agriculture Field is produced, transportation facility, is mainly convenient to the cultivating of agricultural producer, applies fertilizer, the artificial work such as harvesting.Current production road, field plans independently according to region, farmland to arrange production road, and this production road takies a large amount of arable lands, only has the function bearing traffic in agricultural production, transport.Based on the shortage of existing cultivated land resource, especially in the area that cultivated land resource is rare, the design on existing production road and layout exacerbate the minimizing in arable land to a certain extent, therefore, urgently one can utilize other facility existing, the least possiblely occupies cultivated land and has multi-functional production road.
Summary of the invention
In order to overcome, the existence of existing farmland production road occupies cultivated land separately, the deficiency of function singleness, and the utility model provides production road, canal top, a kind of field.
The technical solution of the utility model is: a kind of field water channel production road, is provided with canal lamina tecti, step cover plate of going to the field, bracing frame, step of going to the field, crossbeam, and concrete structure is as follows:
1., one deck cover plate is stamped in the upper port of whole piece channel, described one deck cover plate is connected to form by polylith canal lamina tecti and at least one piece step cover plate of going to the field, the upper surface that polylith canal lamina tecti and at least one piece of step cover plate of going to the field are formed by connecting is the road surface on field water channel production road, their syndeton is: be provided with polylith go to the field step cover plate time, go to the field step cover plate interval arrange, go to the field between step cover plate and be at least provided with one piece of canal lamina tecti for every two pieces, the end contact of two canal lamina tectis adjacent between adjacent two canal lamina tectis, the boss I that falls of every block canal lamina tecti soffit embeds in channel, every block is gone to the field the end face of step cover plate of going to the field adjacent between step cover plate and adjacent canal lamina tecti and the end contact of adjacent canal lamina tecti, every block go to the field step cover plate soffit fall boss II embed in channel,
2., the structure of bracing frame: bracing frame is made up of pillar and base, the horizontal cross-sectional area of pillar is less than the horizontal cross-sectional area of base, one end of pillar is fixedly connected with base upper surface is vertical, the high height in pillar of bracing frame and the high sum of base, the height of bracing frame is equal with the height of channel;
3., the connection of bracing frame and canal lamina tecti: take channel length direction as benchmark, a bracing frame is provided with in the middle part correspondence of the arranged on left and right sides of every block canal lamina tecti, bracing frame is arranged on outside the channel sidewall of channel, distance between the outer wall of two channel sidewalls of the distance > channel between the inner side of i.e. two bracing frames of the arranged on left and right sides of every block canal lamina tecti, bracing frame vertically stands on ground, and the top of the pillar of bracing frame is fixedly connected with the soffit of canal lamina tecti is vertical; Crossbeam is fixedly connected with between two pillars of the two adjacent bracing frames of the same side;
4., go to the field step with go to the field the connection of step cover plate: a step of going to the field is set in go to the field any side of step cover plate of every block, or a step of going to the field is set in the go to the field both sides correspondence of step cover plate of every block; Step of going to the field stands on ground, field, the most end face of last layer step of step of going to the field is fixedly connected with along channel length direction with the soffit of step cover plate of going to the field, and the inside wall of the most last layer step of step of going to the field is positioned at same plane be connected step cover sidewall of going to the field; The go to the field end face of step of two of step of going to the field is fixedly connected with by crossbeam with the pillar of the adjacent bracing frame of the same side respectively;
5., the structure of canal lamina tecti: the length direction at the middle part of the upper surface of every block canal lamina tecti along channel is provided with a catchment tray I, the length of catchment tray I and the appearance etc. of canal lamina tecti, with the length direction of catchment tray I for benchmark, canal lamina tecti upper surface is surface, canal lamina tecti upper left and canal lamina tecti right upper, surface, canal lamina tecti upper left and canal lamina tecti right upper are middle low, the inclined plane that both sides are high, surface, canal lamina tecti upper left and the angle of horizontal plane equal the angle of canal lamina tecti right upper and horizontal plane, surface, canal lamina tecti upper left and canal lamina tecti right upper are respectively provided with at least one guiding gutter I respectively, one end of guiding gutter I is communicated with catchment tray I, the other end of guiding gutter I can be positioned at the side of canal lamina tecti, at least one charge for remittance hole I is provided with in the bottom of catchment tray I, distance between the outer wall being wider than two channel sidewalls of channel of canal lamina tecti, boss I is provided with down in the middle part of the soffit of canal lamina tecti, fall boss I the wide inwall being less than two channel sidewalls of channel between distance,
6., to go to the field the structure of step cover plate: be provided with a catchment tray II at the go to the field middle part of upper surface of step cover plate of every block along the length direction of channel, the length of catchment tray II and the appearance etc. of step cover plate of going to the field, with the length direction of catchment tray II for benchmark, go to the field step cover plate upper surface for surface, step cover plate upper left and the step cover plate right upper of going to the field of going to the field, going to the field, step cover plate upper left is surperficial to be middle low with step cover plate right upper of going to the field, the inclined plane that both sides are high, go to the field surface, step cover plate upper left and the angle of horizontal plane equals to go to the field the angle of step cover plate right upper and horizontal plane, going to the field surface, step cover plate upper left and go to the field on step cover plate right upper and be respectively provided with at least one guiding gutter II respectively, one end of guiding gutter II is communicated with catchment tray II, the other end of guiding gutter II can be positioned at the side of step lid of going to the field, at least one charge for remittance hole II is provided with in the bottom of catchment tray II, go to the field step cover plate the outer wall being wider than two channel sidewalls of channel between distance, be provided with down in the middle part of the soffit of step lid of going to the field boss II, fall boss II the wide inwall being less than two channel sidewalls of channel between distance,
7.., the wide and step cover plate of going to the field of canal lamina tecti wide equal, the height of canal lamina tecti is equal with the height of step cover plate of going to the field, the angle of surface, canal lamina tecti upper left and the angle of horizontal plane, canal lamina tecti right upper and horizontal plane, go to the field surface, step cover plate upper left and the angle of horizontal plane and step cover plate right upper of going to the field all equal with the angle of horizontal plane, each angle is namely all equal.
Further, be communicated with between each catchment tray I on two pieces of adjacent canal lamina tectis, the catchment tray I on canal lamina tecti and being communicated with between the adjacent catchment tray II of going to the field on step cover plate.
Further, above-mentioned each angle is 1 ° ~ 5 °.
Be easy to process further, described fall boss I wide with fall boss II wide equal, the height of boss I of falling is equal with the height of boss II.Fall boss I wide or fall boss II the comparable channel of wide difference two channel sidewalls inwall between the little 1 ~ 2cm of distance.
Further, when being provided with multiple charge for remittance hole I bottom the catchment tray I on canal lamina tecti or being provided with multiple charge for remittance hole II bottom the catchment tray II of going to the field on step cover plate, adjacent two charge for remittance holes I or adjacent two intervals, charge for remittance hole II are arranged; The spacing of adjacent two catchment tray I or the spacing in adjacent two charge for remittance holes II can be equal and be 20cm ~ 30cm respectively.
Further, when surface, canal lamina tecti upper left or canal lamina tecti right upper are respectively provided with many guiding gutters I respectively, on the left and right upper surface of canal lamina tecti, each two adjacent guiding gutter I intervals are arranged respectively, and its spacing distance can be 30cm ~ 40cm; Go to the field surface, step cover plate upper left or step cover plate right upper of going to the field respectively are provided with many guiding gutters II respectively time, on the left and right upper surface of step cover plate of going to the field, respectively each two adjacent guiding gutter II intervals are arranged, and its spacing distance can be 30cm ~ 40cm.
For easy to process, canal lamina tecti can be identical with the structure of step cover plate of going to the field, and it is distinguished step cover plate of just going to the field and is connected with step of going to the field, and canal lamina tecti is connected with bracing frame.
Compared with prior art, the beneficial effects of the utility model are:
The utility model takies other hardly and ploughs; save land resources, except having in the agricultural production of field as except the function on the road of important traffic, transport; also there is the Collection utilization collected rainfall, reduce moisture evaporation, be conducive to water resource; agricultural production is facilitated to work, the multiple effect of this body structure of protection channel and function.
Production road described in the utility model is suitable for arranging on difform existing channel, existing channel is paved with one deck cover plate and namely forms a production road, production road is arranged without the need to planning independently in region, farmland, therefore, take other hardly to plough, effectively reduce taking of arable land, greatly save land resources.
The catchment tray that the utility model is arranged by cover plate upper surface, guiding gutter, charge for remittance hole can collect precipitation, and meanwhile, set cover plate can reduce again the moisture evaporation in channel, can effectively collect rainfall and be beneficial to the Collection utilization of water resource.
Syndeton both firm production roads of the utility model bracing frame, play again the effect of protection channel body construction; What arrange in the middle part of its cover plate soffit falls boss and also play the effect on firm described production road further with the syndeton of channel, the setting party of step of going to the field field work up and down.
The utility model is skillfully constructed, and set up rationally, cost is lower, and suitable region, vast farmland uses.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation.
Fig. 2 is the structural representation connected between the adjacent two canal lamina tectis of the utility model and adjacent two bracing frames in the same side.
Fig. 3 is the front view that the utility model side is provided with step of going to the field.
Fig. 4 is the front view that the utility model both sides are respectively provided with step of going to the field.
Fig. 5 is the front view of channel.
Fig. 6 is the right view of Fig. 1.
Fig. 7 is Step Shaft mapping of going to the field.
Fig. 8 is canal lamina tecti axonometric drawing.
Fig. 9 is canal lamina tecti top view.
Figure 10 is canal lamina tecti front view.
Figure 11 is step plate shaft mapping of going to the field.
Figure 12 is step cover plate top view of going to the field.
Figure 13 is step cover plate front view of going to the field.
Figure 14 is channel, go to the field in step cover plate of going to the field, side vertical cross-section structural representation that step connects.
Figure 15 is channel, go to the field in step cover plate of going to the field, both sides vertical cross-section structural representation that step connects.
In figure, each mark represents successively:
1-canal lamina tecti, 2-channel, 3-bracing frame, 4-crossbeam, 5-step of going to the field, 6-step cover plate of going to the field, ground, 7-field, 8-channel sidewall, 9-pillar, 10-base, the end face of the most last layer step of 11-step of going to the field, the inside wall of the most last layer step of 12-step of going to the field, the end face of 13-step of going to the field, 14-catchment tray I, 15-guiding gutter I, the end face of 16-canal lamina tecti, 17-charge for remittance hole I, surface, 18-canal lamina tecti upper left, 19-canal lamina tecti right upper, 20-canal lamina tecti soffit, 21-boss I, 22-catchment tray II, 23-guiding gutter II, 24-step cover sidewall of going to the field, the end face of 25-step cover plate of going to the field, 26-charge for remittance hole II, 27-surface, step cover plate upper left of going to the field, 28-step cover plate right upper of going to the field, 29-step cover plate soffit of going to the field, 30-boss II,
Distance between the outer wall of two channel sidewalls of V-channel;
Distance between the inner side of two bracing frames of the arranged on left and right sides setting of Q1-every block canal lamina tecti;
The height of H1-bracing frame;
The height of G1-canal lamina tecti, the height of described canal lamina tecti refers to the vertical distance between canal lamina tecti upper surface highest point to canal lamina tecti soffit;
Distance between the inwall of two channel sidewalls of T-channel;
The height of H2-channel;
The height of F1-pillar;
The height of F2-base, H1=F1+F2;
K1-canal lamina tecti wide;
The length of L1-canal lamina tecti;
M1-boss I is wide;
P1-the fall height of boss I;
K2-the wide of step cover plate of going to the field;
The length of L2-step cover plate of going to the field;
The height of G2-step cover plate of going to the field, described in the go to the field height of step cover plate refer to that step cover plate upper surface highest point of going to the field is to the vertical distance of going to the field between step cover plate soffit;
M2-boss II is wide;
P2-the fall height of boss II;
α represents the angle of surface, canal lamina tecti upper left and horizontal plane;
β represents the angle of canal lamina tecti right upper and horizontal plane;
Ω represents the angle on go to the field surface, step cover plate upper left and horizontal plane;
γ represents the angle of go to the field step cover plate right upper and horizontal plane, α=β=Ω=γ.
detailed description of the invention
See Fig. 1-Figure 15, a kind of field water channel production road provided by the utility model, be provided with canal lamina tecti 1, step cover plate 6 of going to the field, bracing frame 3, step 5 of going to the field, crossbeam 4, concrete structure is as follows:
1., one deck cover plate is stamped in the upper port of whole piece channel 2, described one deck cover plate is connected to form by polylith canal lamina tecti 1 and at least one piece step cover plate 6 of going to the field, the upper surface that polylith canal lamina tecti 1 and at least one piece of step cover plate 6 of going to the field are formed by connecting is the road surface on field water channel production road, their syndeton is: be provided with polylith go to the field step cover plate 6 time, go to the field step cover plate 6 interval arrange, go to the field between step cover plate 6 and be at least provided with one piece of canal lamina tecti 1 for every two pieces, the connection of polylith canal lamina tecti 1 and at least one piece of step cover plate 6 of going to the field is: the end face 16 of two canal lamina tectis adjacent between adjacent two canal lamina tectis 1 contacts, the boss I 21 that falls of every block canal lamina tecti 1 soffit embeds in channel 2, the go to the field end face 25 of step cover plate of going to the field adjacent between step cover plate 6 and adjacent canal lamina tecti 1 of every block contacts with the end face 16 of adjacent canal lamina tecti, every block is gone to the field in the boss II 30 embedding channel 2 of step cover plate 6 soffit,
2., the structure of bracing frame 3: bracing frame 3 is made up of pillar 9 and base 10, the horizontal cross-sectional area of pillar 9 is less than the horizontal cross-sectional area of base 10, one end of pillar 9 is fixedly connected with base 10 upper surface is vertical, the high H1 of bracing frame equals the high F1 of pillar and the high F2 sum of base, H1=F1+F2, the high H1 of bracing frame is equal with the high H2 of channel, H1=H2;
3., the connection of bracing frame 3 and canal lamina tecti 1: with channel 2 length direction for benchmark, on a left side for every block canal lamina tecti 1, the middle part correspondence of right both sides is respectively provided with a bracing frame 3, each bracing frame 3 is arranged on outside the channel sidewall 8 of channel 2, an i.e. left side for every block canal lamina tecti 1, distance V between the outer wall of two channel sidewalls 8 of the distance Q1 > channel 2 between the inner side of two bracing frames that right both sides are arranged, Q1 > V, bracing frame 3 vertically stands on ground, the top of the pillar 9 of bracing frame 3 is fixedly connected with the soffit of canal lamina tecti 1 is vertical, be fixedly connected with crossbeam 4 between two pillars 9 of the two adjacent bracing frames 3 of the same side, crossbeam 4 is mutually vertical with pillar 9,
4., the connection of go to the field step 5 and step cover plate 6 of going to the field: determine to arrange a step 5 of going to the field in the go to the field side of step cover plate 6 of every block according to landform and actual needs, or a step 5 of going to the field is set in the go to the field both sides correspondence of step cover plate 6 of every block; Step 5 of going to the field stands on ground, field 7, the most end face 11 of last layer step of step of going to the field is fixedly connected with along channel 2 length direction with the soffit 29 of step cover plate 6 of going to the field, and the inside wall 12 of the most last layer step of step of going to the field is positioned at same plane be connected step cover sidewall 24 of going to the field; The go to the field end face 13 of step of two of step 5 of going to the field is fixedly connected with by crossbeam 4 with the pillar 9 of the adjacent bracing frame 3 of the same side respectively;
5., the structure of canal lamina tecti 1: the length direction at the middle part of the upper surface of every block canal lamina tecti 1 along channel 2 is provided with a catchment tray I 14, the length of catchment tray I 14 is equal with the long L1 of canal lamina tecti 1, be communicated with between each catchment tray I 14 on two pieces of adjacent canal lamina tectis 1, with the length direction of catchment tray I 14 for benchmark, canal lamina tecti 1 upper surface is surface, canal lamina tecti upper left 18 and canal lamina tecti right upper 19, surface, canal lamina tecti upper left 18 and canal lamina tecti right upper 19 are middle low, the inclined plane that both sides are high, surface, canal lamina tecti upper left 18 and the angle α of horizontal plane equal the angle β of canal lamina tecti right upper 19 and horizontal plane, α=β, surface, canal lamina tecti upper left 18 and canal lamina tecti right upper 19 are respectively provided with at least one guiding gutter I 15 respectively, one end of guiding gutter I 15 is communicated with catchment tray I 14, the other end of guiding gutter I 15 is positioned at the side of canal lamina tecti 1, at least one charge for remittance hole I 17 is provided with in the bottom of catchment tray I 14, the wide K1 of canal lamina tecti is greater than the distance V between the outer wall of two channel sidewalls 8 of channel 2, K1 > V, boss I 21 is provided with down in the middle part of the soffit of canal lamina tecti 1, the wide M1 of boss I is less than the distance T between the inwall of two channel sidewalls 8 of channel 2, M1 < T,
6., the structure of step cover plate 6 of going to the field: every block go to the field step cover plate 6 upper surface middle part along the length direction of channel 2 be provided with a catchment tray II 22, catchment tray II 22 length equal with the long L2 of step cover plate 6 of going to the field, the catchment tray I 14 on canal lamina tecti 1 and being communicated with between the adjacent catchment tray II 22 of going to the field on step cover plate 6, with the length direction of catchment tray II 22 for benchmark, go to the field step cover plate 6 upper surface for surface, step cover plate upper left 27 and the step cover plate right upper 28 of going to the field of going to the field, go to the field surface, step cover plate upper left 27 and step cover plate right upper 28 of going to the field is middle low, the inclined plane that both sides are high, go to the field surface, step cover plate upper left 27 and the angle Ω of horizontal plane equals to go to the field the angle γ of step cover plate right upper 28 and horizontal plane, Ω=γ, going to the field surface, step cover plate upper left 27 and go to the field on step cover plate right upper 28 and be respectively provided with at least one guiding gutter II 23 respectively, one end of guiding gutter II 23 is communicated with catchment tray II 22, the other end of guiding gutter II 23 is positioned at the side of step lid 6 of going to the field, at least one charge for remittance hole II 26 is provided with in the bottom of catchment tray II 22, the wide K2 of step cover plate of going to the field is greater than the distance V between the outer wall of two channel sidewalls 8 of channel 2, K2 > V, in the middle part of the soffit of step lid 6 of going to the field, be provided with down boss II 30, the wide M2 of boss II be less than the distance T between the inwall of two channel sidewalls 8 of channel 2, M2 < T,
7., the wide K1 of canal lamina tecti is equal with the wide K2 of step cover plate of going to the field, K1=K2, the high G1 of canal lamina tecti is equal with the high G2 of step cover plate of going to the field, G1=G2, the high G1 of described canal lamina tecti refers to the vertical distance between canal lamina tecti upper surface highest point to canal lamina tecti soffit 20, described in the go to the field high G2 of step cover plate refer to that step cover plate upper surface highest point of going to the field is to the vertical distance of going to the field between step cover plate soffit 29; Angle α, β, Ω, γ are all equal, α=β=Ω=γ, and angle α, β, Ω, γ are 1 ° ~ 5 °, α=β=Ω=γ=1 ° ~ 5 °.
For ease of processing, the structure of canal lamina tecti 1 can be identical with the structure of step cover plate 6 of going to the field, unlike: canal lamina tecti 1 is connected with bracing frame, and step cover plate 6 of going to the field is connected with step of going to the field.Namely the structure of canal lamina tecti 1 and the structure of step cover plate 6 of going to the field are apart from outside above-mentioned something in common, all the other structures also can be all mutually: the wide M1 of boss I of falling is equal with the wide M2 of boss II, M1=M2, fall boss I wide M1 or fall boss II wide M2 respectively than two channel sidewalls 8 of channel 2 inwall between little 1 cm or 2cm of distance T, the high P1 of boss I of falling is equal with the high P2 of boss II, P1=P2, when surface, canal lamina tecti upper left 18 or canal lamina tecti right upper 19 are respectively provided with many guiding gutters I 15 respectively, canal lamina tecti is left, on right upper, each two adjacent guiding gutter I 15 intervals are arranged respectively, canal lamina tecti is left, on right upper, between each adjacent two guiding gutters I 15, spacing distance is equal and be 30cm or 40cm respectively, canal lamina tecti is left, the quantity of the guiding gutter I 15 on right upper is equal, go to the field step cover plate upper left surface 27 or step cover plate right upper 28 of going to the field on be respectively provided with many guiding gutters II 23 respectively time, step cover plate of going to the field is left, on right upper, each two adjacent guiding gutter II 23 intervals are arranged respectively, step cover plate of going to the field is left, on right upper, between each adjacent two guiding gutters II 23, spacing distance is equal and be 30cm or 40cm respectively, step cover plate of going to the field is left, the quantity of the guiding gutter II 23 on right upper is equal, the quantity of guiding gutter I 15 is equal with the quantity of guiding gutter II 23, spacing distance between adjacent two guiding gutters I 15 is equal with the spacing distance between adjacent two guiding gutters II 23, be provided with bottom the catchment tray I 14 of every block canal lamina tecti multiple charge for remittance hole I 17 or every block go to the field step cover plate catchment tray II 22 bottom be provided with multiple charge for remittance hole II 26 time, adjacent two charge for remittance holes I 17 or adjacent two charge for remittance holes II 26 all interval are arranged, the spacing of adjacent two catchment tray I 17 is equal with the spacing in adjacent two charge for remittance holes II 26 is 20cm or 30cm respectively, the quantity in the charge for remittance hole I 17 of establishing bottom the catchment tray I 14 of every block canal lamina tecti is equal with the quantity in the charge for remittance hole II 26 of establishing bottom the catchment tray II 22 of step cover plate of going to the field at every block, the aperture in charge for remittance hole I 17 is equal with the aperture in charge for remittance hole II 26.
Claims (6)
1. a field water channel production road, is characterized in that: be provided with canal lamina tecti (1), step cover plate (6) of going to the field, bracing frame (3), step of going to the field (5), crossbeam (4), and concrete structure is as follows:
1., one deck cover plate is stamped in the upper port of whole piece channel (2), described one deck cover plate is connected to form by polylith canal lamina tecti (1) and at least one piece step cover plate (6) of going to the field, their syndeton is: be provided with polylith go to the field step cover plate (6) time, go to the field step cover plate (6) interval arrange, go to the field between step cover plate (6) and be at least provided with one piece of canal lamina tecti (1) for every two pieces, end face (16) contact of two canal lamina tectis adjacent between adjacent two canal lamina tectis (1), the boss I (21) that falls of every block canal lamina tecti (1) soffit embeds in channel (2), every block end face (25) of step cover plate of going to the field adjacent between step cover plate (6) and adjacent canal lamina tecti (1) of going to the field contacts with the end face (16) of adjacent canal lamina tecti, every block is gone to the field in the boss II (30) embedding channel (2) of step cover plate (6) soffit,
2., the structure of bracing frame (3): bracing frame (3) is made up of pillar (9) and base (10), the cross sectional area of pillar (9) is less than the cross sectional area of base (10), one end of pillar (9) is fixedly connected with base (10) upper surface is vertical, the height (H1) of bracing frame equals the height (F1) of pillar and height (F2) sum of base, H1=F1+F2, the height (H1) of bracing frame is equal with the height (H2) of channel, H1=H2;
3., the connection of bracing frame (3) and canal lamina tecti (1): with channel (2) length direction for benchmark, a bracing frame (3) is provided with in the middle part correspondence of the arranged on left and right sides of every block canal lamina tecti (1), each bracing frame (3) is arranged on the channel sidewall (8) of channel (2) outward, bracing frame (3) vertically stands on ground, and the top of the pillar (9) of bracing frame (3) is fixedly connected with the soffit of canal lamina tecti (1) is vertical; Crossbeam (4) is fixedly connected with between two pillars (9) of adjacent two bracing frames (3) of the same side;
4., step of going to the field (5) with go to the field the connection of step cover plate (6): a step of going to the field (5) is set in go to the field any side of step cover plate (6) of every block, or a step of going to the field (5) is set in the go to the field both sides correspondence of step cover plate (6) of every block; Step (5) of going to the field stands on ground, field (7), the most end face (11) of last layer step of step of going to the field is fixedly connected with along channel (2) length direction with the soffit of step cover plate (6) of going to the field, and the inside wall (12) of the most last layer step of step of going to the field is positioned at same plane be connected step cover sidewall (24) of going to the field; The go to the field end face (13) of step of two of step (5) of going to the field is fixedly connected with by crossbeam (4) with the pillar (9) of the adjacent bracing frame (3) of the same side respectively;
5., the structure of canal lamina tecti (1): the length direction at the middle part of the upper surface of every block canal lamina tecti (1) along channel (2) is provided with a catchment tray I (14), the length of catchment tray I (14) is equal with the long L1 of canal lamina tecti (1), with the length direction of catchment tray I (14) for benchmark, canal lamina tecti (1) upper surface is surface, canal lamina tecti upper left (18) and canal lamina tecti right upper (19), surface, canal lamina tecti upper left (18) and canal lamina tecti right upper (19) are middle low, the inclined plane that both sides are high, surface, canal lamina tecti upper left (18) equals the angle β of canal lamina tecti right upper (19) and horizontal plane with the angle α of horizontal plane, α=β, surface, canal lamina tecti upper left (18) and canal lamina tecti right upper (19) are respectively provided with at least one guiding gutter I (15) respectively, one end of guiding gutter I (15) is communicated with catchment tray I (14), the other end of guiding gutter I (15) is positioned at the side of canal lamina tecti (1), at least one charge for remittance hole I (17) is provided with in the bottom of catchment tray I (14), wide (K1) of canal lamina tecti is greater than the distance (V) between the outer wall of two channel sidewalls (8) of channel (2), K1 > V, boss I (21) is provided with down in the middle part of the soffit of canal lamina tecti (1), wide (M1) of boss I is less than the distance (T) between the inwall of two channel sidewalls (8) of channel (2), M1 < T,
6., to go to the field the structure of step cover plate (6): at the go to the field middle part of upper surface of step cover plate (6) of every block, the length direction of channel (2) is provided with a catchment tray II (22), the length of catchment tray II (22) is equal with the long L2 of step cover plate (6) of going to the field, with the length direction of catchment tray II (22) for benchmark, go to the field step cover plate (6) upper surface for surface, step cover plate upper left (27) and the step cover plate right upper (28) of going to the field of going to the field, go to the field surface, step cover plate upper left (27) and step cover plate right upper (28) of going to the field is middle low, the inclined plane that both sides are high, the angle Ω of surface, step cover plate upper left (27) and horizontal plane of going to the field equals to go to the field the angle γ of step cover plate right upper (28) and horizontal plane, Ω=γ, respectively be provided with at least one guiding gutter II (23) respectively going to the field on surface, step cover plate upper left (27) and step cover plate right upper (28) of going to the field, one end of guiding gutter II (23) is communicated with catchment tray II (22), at least one charge for remittance hole II (26) is provided with in the bottom of catchment tray II (22), wide (K2) of step cover plate of going to the field is greater than the distance (V) between the outer wall of two channel sidewalls (8) of channel (2), K2 > V, in the middle part of the soffit of step lid (6) of going to the field, be provided with down boss II (30), wide (M2) of boss II be less than the distance (T) between the inwall of two channel sidewalls (8) of channel (2), M2 < T,
7., wide (K1) of canal lamina tecti equal with wide (K2) of step cover plate of going to the field, and K1=K2, the height (G1) of canal lamina tecti is equal with the height (G2) of step cover plate of going to the field, G1=G2, and angle α, β, Ω, γ are all equal, α=β=Ω=γ.
2. field water channel production road according to claim 1, it is characterized in that: be communicated with between each catchment tray I (14) on two pieces of adjacent canal lamina tectis (1), the catchment tray I (14) on canal lamina tecti (1) and being communicated with between the adjacent catchment tray II (22) of going to the field on step cover plate (6).
3. field water channel production road according to claim 1 and 2, is characterized in that: angle α, β, Ω, γ are 1 ° ~ 5 °, α=β=Ω=γ=1 ° ~ 5 °.
4. field water channel production road according to claim 1 and 2, is characterized in that: fall wide (M1) of boss I with to fall wide (M2) of boss II equal, M1=M2, and the height (P1) of boss I of falling is equal with the height (P2) of boss II, P1=P2.
5. field water channel production road according to claim 1 and 2, it is characterized in that: catchment tray I (14) bottom on canal lamina tecti (1) is provided with multiple charge for remittance hole I (17) or when catchment tray II (22) bottom of going to the field on step cover plate (6) is provided with multiple charge for remittance hole II (26), adjacent two charge for remittance holes I (17) or adjacent two charge for remittance holes II (26) respectively interval are arranged.
6. field water channel production road according to claim 1 and 2, it is characterized in that: when being respectively provided with many guiding gutters I (15) respectively on surface, canal lamina tecti upper left (18) or canal lamina tecti right upper (19), on the left and right upper surface of canal lamina tecti, each two adjacent guiding gutter I (15) intervals are arranged respectively; Go to the field surface, step cover plate upper left (27) or step cover plate right upper (28) of going to the field respectively are provided with many guiding gutters II (23) respectively time, on the left and right upper surface of step cover plate of going to the field, respectively each two adjacent guiding gutter II (23) intervals are arranged.
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| CN201420563664.4U CN204080766U (en) | 2014-09-28 | 2014-09-28 | A kind of field water channel production road |
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| CN201420563664.4U CN204080766U (en) | 2014-09-28 | 2014-09-28 | A kind of field water channel production road |
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| CN204080766U true CN204080766U (en) | 2015-01-07 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104805806A (en) * | 2015-04-29 | 2015-07-29 | 广州市市政工程设计研究总院 | Maintenance-free drainage ditch biological corridor |
| CN112459023A (en) * | 2020-10-25 | 2021-03-09 | 赵文丽 | A high-efficient irrigation equipment for hydraulic engineering |
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2014
- 2014-09-28 CN CN201420563664.4U patent/CN204080766U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104805806A (en) * | 2015-04-29 | 2015-07-29 | 广州市市政工程设计研究总院 | Maintenance-free drainage ditch biological corridor |
| CN112459023A (en) * | 2020-10-25 | 2021-03-09 | 赵文丽 | A high-efficient irrigation equipment for hydraulic engineering |
| CN112459023B (en) * | 2020-10-25 | 2022-02-25 | 广东美林农业投资发展有限公司 | A high-efficient irrigation equipment for hydraulic engineering |
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Granted publication date: 20150107 Termination date: 20170928 |