CN209741783U - Opposite-pull type sand gravel water retaining guide wall - Google Patents
Opposite-pull type sand gravel water retaining guide wall Download PDFInfo
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- CN209741783U CN209741783U CN201822260877.0U CN201822260877U CN209741783U CN 209741783 U CN209741783 U CN 209741783U CN 201822260877 U CN201822260877 U CN 201822260877U CN 209741783 U CN209741783 U CN 209741783U
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- sand gravel
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- reinforcing bar
- bar net
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Abstract
The utility model provides a to drawing formula sand gravel manger plate guide wall, it forms the drawing together of subtend to arrange to combine the tie bar to form the subtend through the layer upon layer of multilayer L shape reinforcing bar net, and through set up at least one oblique pull reinforcing bar between the horizontal segment and the slope section of each layer of L shape reinforcing bar net, in order to form the omnidirectional and wrap up the integrated structure, can strengthen structural integrity, increase structural shear strength, thereby reduce the wall body cross-sectional area of water retaining guide wall, wrap up large particle size sand gravel through this integrated structure, can guarantee that the wall body is not destroyed by the water current scouring, adapt to higher velocity of flow condition; in addition, the gel-rich sand gravel is used as an anti-seepage body and is filled with the two sides in a flat mode, the anti-seepage body is reasonable and effective in arrangement, and construction does not occupy a straight construction period; the utility model provides a to drawing formula sand gravel manger plate lead wall can make full use of river beach and the sand gravel material of riverbed excavation directly roll and fill, practice thrift the investment effectively, practice thrift the time limit for a project.
Description
Technical Field
The utility model relates to a wall is led to formula sand gravel manger plate of drawing mainly is applicable to among the hydraulic and hydroelectric engineering river course rivers control and building site flat fill building engineering.
Background
In water conservancy and hydropower engineering, a water retaining guide wall is usually constructed in a short time in a dry season, the anti-seepage work of the guide wall is finished, the available field area is limited, the section of the guide wall is required not to be too large, the guide wall is limited by the factors, a concrete guide wall form is generally adopted domestically, but the concrete guide wall has the defects of large concrete consumption, high construction cost and long construction period, and is not suitable for all projects, so that a guide wall building structure capable of being constructed quickly is needed.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a wall is led to drawing formula sand gravel manger plate not enough to exist among the prior art.
To this end, the above object of the present invention is achieved by the following technical solutions:
The utility model provides a wall is led to formula of drawing to sand gravel manger plate, wall is led to formula of drawing to sand gravel manger plate includes the sand gravel wall body, the sand gravel wall body sets up the L shape reinforcing bar net of arranging in opposite directions respectively in the one side that is close to water and the one side that deviates from water, and L shape reinforcing bar net is from last from forming the stratiform from bottom to bottom and arranges, sets up the bar of drawing to one side between a pair of L shape reinforcing bar net of arranging in opposite directions, sets up at least one between the horizontal segment and the slope section of every layer of L shape reinforcing bar net and draws the reinforcing bar to one.
When adopting above-mentioned technical scheme, the utility model discloses can also adopt or make up and adopt following further technical scheme:
Preferably, the at least one diagonal draw bar spatially spans the diagonal draw bars.
Preferably, a plurality of bearing plates are arranged in the middle of the counter-pulling steel bar.
Preferably, the split reinforcing steel bars are provided with reinforcing waist beams penetrating through the whole L-shaped reinforcing steel bar net on the outer sides of the L-shaped reinforcing steel bar net.
Preferably, the middle part of the sand and gravel wall body is provided with an anti-seepage body penetrating through the sand and gravel wall body from bottom to top.
Preferably, the inclination angle between the horizontal section and the inclined section in the L-shaped reinforcing mesh is 40-80 degrees.
The utility model provides a to drawing formula sand gravel manger plate guide wall, it forms the drawing together of subtend to arrange to combine the tie bar to form the subtend through the layer upon layer of multilayer L shape reinforcing bar net, and through set up at least one oblique pull reinforcing bar between the horizontal segment and the slope section of each layer of L shape reinforcing bar net, in order to form the omnidirectional and wrap up the integrated structure, can strengthen structural integrity, increase structural shear strength, thereby reduce the wall body cross-sectional area of water retaining guide wall, wrap up large particle size sand gravel through this integrated structure, can guarantee that the wall body is not destroyed by the water current scouring, adapt to higher velocity of flow condition; in addition, the gel-rich sand gravel is used as an anti-seepage body and is filled with the two sides in a flat mode, the anti-seepage body is reasonable and effective in arrangement, and construction does not occupy a straight construction period; the utility model provides a to drawing formula sand gravel manger plate lead wall can make full use of river beach and the sand gravel material of riverbed excavation directly roll and fill, practice thrift the investment effectively, practice thrift the time limit for a project.
Drawings
Fig. 1 is a schematic cross-sectional view of a counter-pulling type sand gravel water-retaining guide wall provided by the present invention;
FIG. 2 is a schematic view of the connection of a multi-layered L-shaped reinforcing mesh and counter-pulling reinforcing bars;
In the figure: 1-sand gravel wall; 2-L-shaped reinforcing mesh; 3-oppositely pulling the steel bars; 4-an impervious body; 5-diagonal steel bars; 6-a pressure bearing plate; 7-reinforcing the waist rail; 8-backfilling sand gravel.
Detailed Description
The invention will be described in further detail with reference to the accompanying drawings and specific embodiments.
the utility model provides a wall is led to pull-type sand gravel manger plate, includes sand gravel wall body 1, and sand gravel wall body 1 sets up L shape reinforcing bar net 2 that arranges in opposite directions respectively in one side that is close to water and one side that deviates from water, sets up L shape reinforcing bar net 2 and forms the enclosure to sand gravel wall body 1. L-shaped reinforcing steel bar nets 2 are arranged in a layered mode from top to bottom, a pair of diagonal reinforcing steel bars 3 are arranged between a pair of L-shaped reinforcing steel bar nets 2 which are arranged in opposite directions, and at least one diagonal reinforcing steel bar 5 is arranged between the horizontal section and the inclined section of each layer of L-shaped reinforcing steel bar net 2.
At least one diagonal reinforcement 5 spatially spans the diagonal reinforcements 3.
The middle part of the opposite pulling reinforcing steel bar 3 is provided with a plurality of bearing plates 6.
The opposite-pulling reinforcing steel bars 3 are provided with reinforcing waist beams 7 which penetrate through the whole L-shaped reinforcing steel bar net 2 at the outer side of the L-shaped reinforcing steel bar net 2.
And filling backfill sand gravel 8 with the grain diameter of more than 20 cm at two sides of the sand gravel wall body 1, rolling the middle part of the sand gravel wall body by adopting graded rich slurry cemented sand gravel to serve as an anti-seepage body 4, mixing the gel material in an amount of 80-120 kg/m3, and rolling and filling after stirring by a field loader. And after each layer of L-shaped reinforcing mesh 2 and the corresponding counter-pulling reinforcing steel bars 3 and diagonal-pulling reinforcing steel bars 5 are installed, filling and grinding backfilling sand gravel 8, and repeating the above operations until the designed elevation is reached.
The inclination angle between the horizontal section and the inclined section in the L-shaped reinforcing mesh 2 is 40 to 80 degrees, and in the present embodiment, is set to 70 degrees.
The utility model provides a to drawing formula sand gravel manger plate guide wall, it forms the drawing together of subtend to arrange to combine the tie bar to form the subtend through the layer upon layer of multilayer L shape reinforcing bar net, and through set up at least one oblique pull reinforcing bar between the horizontal segment and the slope section of each layer of L shape reinforcing bar net, in order to form the omnidirectional and wrap up the integrated structure, can strengthen structural integrity, increase structural shear strength, thereby reduce the wall body cross-sectional area of water retaining guide wall, wrap up large particle size sand gravel through this integrated structure, can guarantee that the wall body is not destroyed by the water current scouring, adapt to higher velocity of flow condition; in addition, the gel-rich sand gravel is used as an anti-seepage body and is filled with the two sides in a flat mode, the anti-seepage body is reasonable and effective in arrangement, and construction does not occupy a straight construction period; the utility model provides a to drawing formula sand gravel manger plate lead wall can make full use of river beach and the sand gravel material of riverbed excavation directly roll and fill, practice thrift the investment effectively, practice thrift the time limit for a project.
The above detailed description is provided for explaining the present invention, and is only a preferred embodiment of the present invention, but not for limiting the present invention, and any modifications, equivalent replacements, improvements, etc. made by the present invention are within the scope of the present invention.
Claims (6)
1. The utility model provides a wall is led to formula of drawing to formula sand gravel manger plate which characterized in that, wall is led to formula of drawing to formula sand gravel manger plate includes the sand gravel wall body, the sand gravel wall body sets up the L shape reinforcing bar net of arranging in opposite directions respectively in the one side that is close to water and the one side that deviates from water, and L shape reinforcing bar net is from last from forming the stratiform from bottom to bottom and arranges, sets up the diagonal reinforcement between a pair of L shape reinforcing bar net of arranging in opposite directions, sets up at least one oblique pull reinforcing bar between the horizontal segment and the slope section of every layer of L shape reinforcing bar net.
2. The counter-pulling type sand gravel water retaining guide wall according to claim 1, wherein at least one diagonal reinforcement spatially spans the counter-pulling reinforcement.
3. the counter-pulling type sand gravel water retaining and guiding wall as claimed in claim 1, wherein a plurality of bearing plates are arranged in the middle of the counter-pulling reinforcing bars.
4. The counter-pulling type sand gravel water retaining and guiding wall as claimed in claim 1, wherein the counter-pulling steel bars are provided with reinforcing wales penetrating through the whole L-shaped steel bar net outside the L-shaped steel bar net.
5. The counter-pulling type sand gravel water retaining and guiding wall as claimed in claim 1, wherein a seepage-proofing body penetrating through the sand gravel wall body is arranged in the middle of the sand gravel wall body from bottom to top.
6. The counter-pulling type sand gravel water retaining and guiding wall as claimed in claim 1, wherein the inclination angle between the horizontal section and the inclined section in the L-shaped reinforcing mesh ranges from 40 degrees to 80 degrees.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822260877.0U CN209741783U (en) | 2018-12-29 | 2018-12-29 | Opposite-pull type sand gravel water retaining guide wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822260877.0U CN209741783U (en) | 2018-12-29 | 2018-12-29 | Opposite-pull type sand gravel water retaining guide wall |
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| Publication Number | Publication Date |
|---|---|
| CN209741783U true CN209741783U (en) | 2019-12-06 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822260877.0U Active CN209741783U (en) | 2018-12-29 | 2018-12-29 | Opposite-pull type sand gravel water retaining guide wall |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109518660A (en) * | 2018-12-29 | 2019-03-26 | 中国电建集团华东勘测设计研究院有限公司 | One kind leading wall to pull-type sand gravel water blocking |
-
2018
- 2018-12-29 CN CN201822260877.0U patent/CN209741783U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109518660A (en) * | 2018-12-29 | 2019-03-26 | 中国电建集团华东勘测设计研究院有限公司 | One kind leading wall to pull-type sand gravel water blocking |
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