CN210031669U - Water conservancy retaining wall - Google Patents
Water conservancy retaining wall Download PDFInfo
- Publication number
- CN210031669U CN210031669U CN201920318152.4U CN201920318152U CN210031669U CN 210031669 U CN210031669 U CN 210031669U CN 201920318152 U CN201920318152 U CN 201920318152U CN 210031669 U CN210031669 U CN 210031669U
- Authority
- CN
- China
- Prior art keywords
- wallboard
- wall
- stone
- water conservancy
- retaining wall
- 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.)
- Expired - Fee Related
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Abstract
The utility model discloses a water conservancy retaining wall, including toe board, reinforcing bar, wallboard, wall capping stone, wall face stone, river course stratum basale, soil horizon, oblique dam, drain way, the toe board level is pre-buried in the underground, the toe board top is connected with a plurality of wallboards through the reinforcing bar is perpendicular, the wallboard has wall capping stone through reinforced bar connection, the wallboard right side bonds through cement concrete has the wall face stone, the partial pre-buried under river course stratum basale and soil horizon respectively about wallboard and the wall stone, be equipped with oblique dam on the left soil horizon of wallboard, oblique dam bottom is equipped with U type drain way. The utility model discloses the staff's that shortens operating time has accelerated the construction efficiency of water conservancy retaining wall, and connects the difficult collapse of fastening, has improved the condition of oblique dam ponding, has prolonged the holistic life of water conservancy retaining wall.
Description
Technical Field
The utility model relates to a retaining wall especially relates to a water conservancy retaining wall.
Background
The water conservancy retaining wall is a structure for preventing soil filling or soil deformation and instability on two sides of a river channel. The general water conservancy retaining wall is formed by using cement concrete pouring on site, so that the condition of long construction period and low efficiency is caused, soil ponding connected with the retaining wall does not have a good flowing direction, soil is easy to loosen due to rain wash, the condition of collapse is generated, and potential safety hazards are left.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a water conservancy retaining wall to solve above-mentioned technical problem.
In order to realize the purpose, the utility model adopts the following technical scheme:
the utility model provides a water conservancy retaining wall, includes toe board, reinforcing bar, wallboard, wall coping stone, wall stone, river course stratum basale, soil horizon, oblique dam, drain way, the toe board level is pre-buried in the underground, the toe board top is connected with a plurality of wallboards through the reinforcing bar perpendicularly, there is wall coping stone wallboard through reinforced bar connection, the wallboard right side bonds through cement concrete has the wall stone, the partial pre-buried under river course stratum basale and soil horizon respectively about wallboard and wall stone, be equipped with oblique dam on the left soil horizon of wallboard, oblique dam bottom is equipped with U type drain way.
On the basis of the technical scheme, the wallboard is a prefabricated board and comprises a T-shaped board, T-shaped grooves, connecting holes and drainage holes, the T-shaped board and the T-shaped grooves in the vertical direction are integrally formed on the front side and the rear side of the wallboard, the two adjacent wallboards are connected in a sliding mode through the T-shaped board and the T-shaped grooves, the four connecting holes vertically penetrate through the wallboard, reinforcing steel bars are connected in the connecting holes, and the drainage holes horizontally penetrate through the upper portion of the wallboard.
On the basis of the technical scheme, the included angle between the inclined dam and the vertical surface is 10-80 degrees, the left side of the water discharge hole is communicated with the water discharge channel, and the right side of the water discharge hole penetrates through the wall stone.
Compared with the prior art, the utility model has the advantages of it is following: the utility model discloses the staff's that the prefabricated wallboard is very big shortens operating time for the construction efficiency of water conservancy retaining wall, and connect the difficult collapse of fastening, the dam cooperation of oblique dam and drain hole has improved the circumstances of dam ponding to one side, makes ponding flow in the river course as early as possible, has avoided the soil horizon transition of deep to be moist, arouses not hard up, has prolonged the holistic life of water conservancy retaining wall.
Drawings
Fig. 1 is a schematic view of the appearance structure of the present invention.
Fig. 2 is a longitudinal sectional view of the present invention.
Fig. 3 is the structural schematic diagram of the appearance of the wall panel of the present invention.
In the figure: 1. toe board, 2, reinforcing steel bar, 3, wallboard, 4, wall capping stone, 5, wall stone, 6, river course stratum basale, 7, soil horizon, 8, oblique dam, 9, water drainage, 10, T template, 11, T type groove, 12, connecting hole, 13, wash port.
Detailed Description
The invention is explained in further detail below with reference to the figures and the embodiments.
As shown in fig. 1-3, a water conservancy retaining wall, including toe board 1, reinforcing bar 2, wallboard 3, wall coping stone 4, wall stone 5, river course stratum basale 6, soil horizon 7, oblique dam 8, water drainage 9, 1 level of toe board is pre-buried in the underground, 1 top of toe board is connected with a plurality of wallboards 3 through reinforcing bar 2 is perpendicular, wallboard 3 is connected with wall coping stone 4 through reinforcing bar 2, 3 right sides of wallboard have wall stone 5 through cement concrete bonding, wallboard 3 and wall stone 5 are left and right respectively partially pre-buried under river course stratum basale 6 and soil horizon 7, be equipped with oblique dam 8 on the left soil horizon 7 of wallboard 3, oblique dam 8 bottom is equipped with U type water drainage 9.
The wall plate 3 is a prefabricated plate and comprises a T-shaped plate 10, T-shaped grooves 11, connecting holes 12 and drain holes 13, the T-shaped plate 10 and the T-shaped grooves 11 in the vertical direction are integrally formed in the front side and the rear side of the wall plate 3, the two adjacent wall plates 3 are connected in a sliding mode through the T-shaped plates 10 and the T-shaped grooves 11, the four connecting holes 12 vertically penetrate through the wall plate 3, reinforcing steel bars 2 are connected in the connecting holes 12, and the drain holes 13 horizontally penetrate through the upper portion of the wall plate 3.
The inclined dam 8 and the vertical surface form an included angle of 10-80 degrees, the left side of the water discharge hole 13 is communicated with the water discharge channel 9, and the right side of the water discharge hole penetrates through the wall stone 5.
The utility model discloses a theory of operation: prefabricated fashioned wallboard passes through the reinforcing bar and is connected with the extension board, and adjacent wallboard passes through the T template and is connected with T type groove for overall construction efficiency, oblique dam rivers flow into the water drainage along the slope, flow into the river by the wash port again in, avoid the condition of oblique dam multidimension ponding.
The foregoing is a preferred embodiment of the present invention, and for those skilled in the art to understand the teaching of the present invention, the changes, modifications, replacements and variations to the embodiments will still fall within the protection scope of the present invention without departing from the principle and spirit of the present invention.
Claims (3)
1. The utility model provides a water conservancy retaining wall, includes toe board (1), reinforcing bar (2), wallboard (3), wall coping stone (4), wall stone (5), river course stratum basale (6), soil horizon (7), oblique dam (8), water drainage (9), its characterized in that: toe board (1) level is pre-buried in the underground, toe board (1) top is connected with a plurality of wallboard (3) perpendicularly through reinforcing bar (2), wallboard (3) are connected with wall coping stone (4) through reinforcing bar (2), wallboard (3) right side bonds through cement concrete has wall stone (5), wallboard (3) and wall stone (5) are controlled respectively partially pre-buried under river course stratum basale (6) and soil horizon (7), be equipped with oblique dam (8) on wallboard (3) left soil horizon (7), oblique dam (8) bottom is equipped with U type water drainage (9).
2. A water conservancy retaining wall according to claim 1, characterized in that: wallboard (3) are the prefabricated plate, including T template (10), T type groove (11), connecting hole (12), wash port (13), both sides integrated into one piece has T template (10) and T type groove (11) of vertical direction around wallboard (3), and is double-phase adjacent wallboard (3) are through T template (10) and T type groove (11) sliding connection, wallboard (3) are vertical to run through from top to bottom has four connecting holes (12), connecting hole (12) in-connection has reinforcing bar (2), wash port (13) have been run through to wallboard (3) upper portion level.
3. A water conservancy retaining wall according to claim 2, characterized in that: the inclined dam (8) and the vertical surface form an included angle of 10-80 degrees, the left side of the drain hole (13) is communicated with the drain channel (9), and the right side of the drain hole penetrates through the wall stone (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920318152.4U CN210031669U (en) | 2019-03-14 | 2019-03-14 | Water conservancy retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920318152.4U CN210031669U (en) | 2019-03-14 | 2019-03-14 | Water conservancy retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210031669U true CN210031669U (en) | 2020-02-07 |
Family
ID=69354779
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920318152.4U Expired - Fee Related CN210031669U (en) | 2019-03-14 | 2019-03-14 | Water conservancy retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210031669U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113832919A (en) * | 2021-09-24 | 2021-12-24 | 张�廷 | Seepage-proofing and water-stopping method for hydraulic engineering |
-
2019
- 2019-03-14 CN CN201920318152.4U patent/CN210031669U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113832919A (en) * | 2021-09-24 | 2021-12-24 | 张�廷 | Seepage-proofing and water-stopping method for hydraulic engineering |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200207 Termination date: 20210314 |
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| CF01 | Termination of patent right due to non-payment of annual fee |