CN210507734U - Prefabricated steel springboard drainage ditch - Google Patents
Prefabricated steel springboard drainage ditch Download PDFInfo
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- CN210507734U CN210507734U CN201921285798.3U CN201921285798U CN210507734U CN 210507734 U CN210507734 U CN 210507734U CN 201921285798 U CN201921285798 U CN 201921285798U CN 210507734 U CN210507734 U CN 210507734U
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- steel
- drainage
- springboard
- frame
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
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Abstract
The utility model relates to the technical field of drainage ditches, in particular to a prefabricated steel springboard drainage ditch, which comprises a steel springboard, rammed plain soil and a drainage steel plate; the plain native upper berth of ramming is equipped with steel springboard and square steel frame, and the steel springboard is located the upside of square steel frame, and fixed connection can be dismantled with square steel frame to the steel springboard, and evenly seted up a plurality of inlet openings on the steel springboard, one side fixed mounting that the plain native soil of ramming is pressed close to the square steel frame has the drainage steel sheet, and the one end of drainage steel sheet is reserved has and is used for the lapped interface. The utility model discloses utilize the integral type module of drainage steel sheet, square steel frame, steel springboard, be suitable for the road of different width, the module bottom adopts the precast concrete piece to support and realizes accurate location, implements the overlap joint from top to bottom between module and the module and assembles, and slope sump pit reaches the integral type high efficiency and assembles, the secondary has enough to meet the need the use convenient, the unblocked excellent effect of drainage.
Description
Technical Field
The utility model relates to a escape canal technical field specifically is a prefabricated steel springboard escape canal.
Background
The drainage ditch is a drainage ditch which leads water collected at low-lying positions near a side ditch, a cut-off ditch and a roadbed, a crop field and a house to the roadbed, the crop field and the house field, the depth and the spacing of the field drainage ditches are determined according to the drainage system engineering layout and the engineering standard, and the flow, the water level, the section size and the engineering quantity of each level of drainage ditch and a building are analyzed and calculated.
The drainage ditch of temporary road lays for a long time among the prior art, and drainage ditch etc. need the mortar to lay, and the material can't be enough to make a round turn many times, not only wastes time and energy, extravagant material moreover.
Therefore, in view of the above current situation, there is an urgent need to develop a prefabricated steel gangplank drainage ditch to overcome the shortcomings in the current practical application.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a prefabricated steel springboard escape canal to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme:
a prefabricated steel springboard drainage ditch comprises a steel springboard, rammed plain soil and a drainage steel plate; the plain native upper berth of ramming is equipped with steel springboard and square steel frame, and the steel springboard is located the upside of square steel frame, and fixed connection can be dismantled with square steel frame to the steel springboard, and evenly seted up a plurality of inlet openings on the steel springboard, one side fixed mounting that the plain native soil of ramming is pressed close to the square steel frame has the drainage steel sheet, and the one end of drainage steel sheet is reserved has and is used for the lapped interface.
As a further aspect of the present invention: the square steel frame is of a frame structure.
As a further aspect of the present invention: the drainage steel plate is of a long strip structure with a trapezoidal section.
As a further aspect of the present invention: concrete cushion blocks are arranged between the edges of the square steel frame and the tamping plain soil in a cushioning mode.
As a further aspect of the present invention: the steel springboard is fixedly connected with the square steel frame through self drilling screws, and the drainage steel plate is fixedly connected with the square steel frame through spot welding.
As a further aspect of the present invention: the reserved joint length of the drainage steel plate is 50 cm.
As a further aspect of the present invention: the steel springboard, the square steel frame, the drainage steel plate and the self drilling screw are all made of stainless steel.
As a further aspect of the present invention: the size of the steel jump plate is 3000 multiplied by 250 multiplied by 50mm, the size of the square steel frame is 40 multiplied by 40mm, the thickness of the drainage steel plate is 0.8mm, and the diameter of the self drilling screw is 4.2 mm.
Compared with the prior art, the beneficial effects of the utility model are that: the utility model discloses be equipped with on ramming plain soil upper berth steel springboard and square steel frame, steel springboard are located the upside of square steel frame, have evenly seted up a plurality of inlet openings on the steel springboard, and one side fixed mounting that the square steel frame was close to ramming plain soil is equipped with the drainage steel sheet, still fill up between square steel frame edge and the ramming plain soil and be equipped with the concrete pad, utilize the integral type module of drainage steel sheet, square steel frame, steel springboard, be suitable for the road of different width, the module bottom adopts precast concrete piece to support and realizes accurate location, implements the overlap joint about between module and the module and assembles, and slope sump pit reaches the integral type high efficiency and assembles, the secondary has enough to meet the need the use convenient, the unblocked excellent effect of drainage.
Drawings
Fig. 1 is a schematic structural view of a prefabricated steel gangplank drainage ditch.
In the figure: 1-steel springboard, 2-square steel frame, 3-concrete cushion block, 4-rammed plain soil, 5-drainage steel plate and 6-self drilling screw.
Detailed Description
The technical solution of the present patent will be described in further detail with reference to the following embodiments.
Reference will now be made in detail to embodiments of the present patent, examples of which are illustrated in the accompanying drawings, wherein like or similar reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the drawings are exemplary only for the purpose of explaining the present patent and are not to be construed as limiting the present patent.
In the description of this patent, it is to be understood that the terms "center," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like are used in the orientations and positional relationships indicated in the drawings for the convenience of describing the patent and for the simplicity of description, and are not intended to indicate or imply that the referenced devices or elements must have a particular orientation, be constructed and operated in a particular orientation, and are not to be considered limiting of the patent.
In the description of this patent, it is noted that unless otherwise specifically stated or limited, the terms "mounted," "connected," and "disposed" are to be construed broadly and can include, for example, fixedly connected, disposed, detachably connected, disposed, or integrally connected and disposed. The specific meaning of the above terms in this patent may be understood by those of ordinary skill in the art as appropriate.
Example 1
Referring to fig. 1, in an embodiment of the present invention, a prefabricated steel gangplank drainage ditch includes a steel gangplank 1, rammed plain soil 4 and a drainage steel plate 5; the rammed plain soil 4 is paved with the steel springboard 1 and the square steel frame 2, the steel springboard 1 is located on the upper side of the square steel frame 2, the steel springboard 1 and the square steel frame 2 are detachably and fixedly connected, a plurality of water inlet holes are uniformly formed in the steel springboard 1, the square steel frame 2 is of a frame structure, the drainage steel plate 5 is fixedly installed on one side, close to the rammed plain soil 4, of the square steel frame 2, the drainage steel plate 5 is of a long strip structure with a trapezoidal section, a joint for lap joint is reserved at one end of the drainage steel plate 5, and by utilizing the drainage steel plate 5, the square steel frame 2 and the integrated module of the steel springboard 1, the integrated module is suitable for roads with different widths, and the modules are spliced up and down, and a water collecting well is formed in a slope direction, so that the excellent effects of integrated efficient splicing, convenient secondary turnover use and;
a concrete cushion block 3 is padded between the corner of the square steel frame 2 and the rammed plain soil 4 and is used for positioning and supporting the square steel frame 2;
specifically, in the embodiment, the steel springboard 1 is fixedly connected with the square steel frame 2 through self-drilling screws 6, the drainage steel plate 5 is fixedly connected with the square steel frame 2 through spot welding, and the size of the square steel frame 2 can be designed and manufactured according to different road widths;
specifically, in this embodiment, the length of the reserved joint of the drainage steel plate 5 is 50 cm;
specifically, in this embodiment, the steel springboard 1, the square steel frame 2, the drainage steel plate 5 and the self drilling screw 6 are all made of stainless steel.
Example 2
Referring to fig. 1, in an embodiment of the present invention, a prefabricated steel gangplank drainage ditch includes a steel gangplank 1, rammed plain soil 4 and a drainage steel plate 5; the rammed plain soil 4 is paved with the steel springboard 1 and the square steel frame 2, the steel springboard 1 is located on the upper side of the square steel frame 2, the steel springboard 1 and the square steel frame 2 are detachably and fixedly connected, a plurality of water inlet holes are uniformly formed in the steel springboard 1, the square steel frame 2 is of a frame structure, the drainage steel plate 5 is fixedly installed on one side, close to the rammed plain soil 4, of the square steel frame 2, the drainage steel plate 5 is of a long strip structure with a trapezoidal section, a joint for lap joint is reserved at one end of the drainage steel plate 5, and by utilizing the drainage steel plate 5, the square steel frame 2 and the integrated module of the steel springboard 1, the integrated module is suitable for roads with different widths, and the modules are spliced up and down, and a water collecting well is formed in a slope direction, so that the excellent effects of integrated efficient splicing, convenient secondary turnover use and;
a concrete cushion block 3 is padded between the corner of the square steel frame 2 and the rammed plain soil 4 and is used for positioning and supporting the square steel frame 2;
specifically, in the embodiment, the steel springboard 1 is fixedly connected with the square steel frame 2 through self-drilling screws 6, the drainage steel plate 5 is fixedly connected with the square steel frame 2 through spot welding, and the size of the square steel frame 2 can be designed and manufactured according to different road widths;
specifically, in this embodiment, the length of the reserved joint of the drainage steel plate 5 is 50 cm;
specifically, in this embodiment, the steel springboard 1, the square steel frame 2, the drainage steel plate 5 and the self drilling screw 6 are all made of stainless steel.
The size of the steel springboard 1 is 3000 multiplied by 250 multiplied by 50mm, the size of the square steel frame 2 is 40 multiplied by 40mm, the thickness of the drainage steel plate 5 is 0.8mm, and the diameter of the self drilling screw 6 is 4.2 mm.
The above is only the preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, without departing from the concept of the present invention, several modifications and improvements can be made, which should also be regarded as the protection scope of the present invention, and these will not affect the effect of the implementation of the present invention and the practicability of the patent.
Claims (8)
1. The prefabricated steel springboard drainage ditch is characterized by comprising a steel springboard (1), rammed plain soil (4) and a drainage steel plate (5); rammed plain soil (4) upper berth is equipped with steel springboard (1) and square steel frame (2), steel springboard (1) are located the upside of square steel frame (2), and fixed connection can be dismantled with square steel frame (2) in steel springboard (1), and evenly seted up a plurality of inlet openings on steel springboard (1), one side fixed mounting that rammed plain soil (4) is pressed close to in square steel frame (2) has drainage steel sheet (5), and the one end reservation of drainage steel sheet (5) has the interface that is used for the overlap joint.
2. The prefabricated steel gangboard gutter of claim 1, wherein the square steel frame (2) is a frame structure.
3. The prefabricated steel gangboard drain ditch according to claim 2, wherein the draining steel plate (5) has an elongated structure with a trapezoidal section.
4. The prefabricated steel springboard drainage ditch of claim 1, wherein concrete cushion blocks (3) are additionally arranged between the corners of the square steel frames (2) and the rammed plain soil (4).
5. The prefabricated steel springboard drainage ditch according to claim 1, wherein the steel springboard (1) is fixedly connected with the square steel frame (2) through self drilling screws (6), and the drainage steel plate (5) is fixedly connected with the square steel frame (2) through spot welding.
6. The prefabricated steel gangboard drainage ditch of claim 1, wherein the reserved joint length of the drainage steel plate (5) is 50 cm.
7. The prefabricated steel springboard drain as claimed in any of the claims 1 to 6, wherein the steel springboard (1), the square steel frame (2), the drain steel plate (5) and the self drilling screw (6) are all made of stainless steel.
8. The prefabricated steel springboard drain ditch of claim 7, wherein the size of the steel springboard (1) is 3000 x 250 x 50mm, the size of the square steel frame (2) is 40 x 40mm, the thickness of the drainage steel plate (5) is 0.8mm, and the diameter of the self drilling screw (6) is 4.2 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921285798.3U CN210507734U (en) | 2019-08-09 | 2019-08-09 | Prefabricated steel springboard drainage ditch |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921285798.3U CN210507734U (en) | 2019-08-09 | 2019-08-09 | Prefabricated steel springboard drainage ditch |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210507734U true CN210507734U (en) | 2020-05-12 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921285798.3U Expired - Fee Related CN210507734U (en) | 2019-08-09 | 2019-08-09 | Prefabricated steel springboard drainage ditch |
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| CN (1) | CN210507734U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112962386A (en) * | 2021-02-10 | 2021-06-15 | 索新科技(北京)有限公司 | ADG steel floor unit and laying method thereof |
-
2019
- 2019-08-09 CN CN201921285798.3U patent/CN210507734U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112962386A (en) * | 2021-02-10 | 2021-06-15 | 索新科技(北京)有限公司 | ADG steel floor unit and laying method thereof |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200512 Termination date: 20210809 |