CN213062106U - Anti-sliding structure for bottom of wall of brick-built brake well - Google Patents
Anti-sliding structure for bottom of wall of brick-built brake well Download PDFInfo
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- CN213062106U CN213062106U CN202021285063.3U CN202021285063U CN213062106U CN 213062106 U CN213062106 U CN 213062106U CN 202021285063 U CN202021285063 U CN 202021285063U CN 213062106 U CN213062106 U CN 213062106U
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Abstract
The utility model provides a brick floodgate well wall of a well bottom anti-skidding structure. Brick floodgate well wall of a well bottom anti-skidding structure includes the bed course, the bottom plate, the tooth wall and the wall of a well, the bottom plate passes through bottom plate reinforcing bar fixed mounting on the bed course, the tooth wall is installed on the bottom plate, and the flank of tooth gomphosis of tooth wall is on the bottom plate, the fixed masonry of the wall of a well is on the tooth wall, and in the wall of a well embedding tooth wall, it has solidified layer to fill in the gap between tooth wall and the wall of a well, and solidified layer adopts pitch, the tooth wall adds the tooth wall reinforcing bar through a plurality of roots and is fixed through. The utility model provides a brick floodgate well wall of a well bottom cling compound structure has the advantage that the reinforced concrete engineering volume reduces but the wall of a well cling compound degree of safety improves, and the tooth wall is reinforced concrete structure simultaneously, and the section is less, and is very little to overall structure load influence.
Description
Technical Field
The utility model relates to a floodgate well antiskid technical field especially relates to a brick floodgate well wall of a well bottom antiskid structure.
Background
The brick-built gate well is widely applied to water supply and drainage engineering due to the characteristics that the construction technology is relatively simple, the construction period is short, the manufacturing cost is low and the like, a solid brick and cement mortar masonry structure is adopted along the wall of the well which slides on the surface of a bottom plate under the action of soil pressure outside the well, the bottom plate is of a reinforced concrete raft plate structure, the anti-slip stability of the wall of the well in calculating the wall of the well is the key of structural design, when the anti-slip stability coefficient of the wall of the well does not meet the standard requirement, the anti-slip stability of the bottom is ensured by adopting a method of increasing the thickness of the wall of the well and improving the dead weight, the material consumption is increased by increasing the thickness.
Therefore, it is necessary to provide an anti-sliding structure at the bottom of the wall of a brick-built brake well to solve the above technical problems.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problem, the utility model provides a reinforced concrete engineering volume reduces nevertheless brick floodgate well wall of a well bottom cling compound structure that the wall of a well cling compound degree of safety improves.
The utility model provides a brick floodgate well wall of a well bottom anti-skidding structure includes: the bottom plate is fixedly installed on the cushion layer through bottom plate steel bars, the tooth wall is installed on the bottom plate, the tooth surface of the tooth wall is embedded on the bottom plate, and the well wall is fixedly built on the tooth wall.
Preferably, the well wall is embedded in the tooth wall.
Preferably, the gap between the tooth wall and the well wall is filled with a solidified layer.
Preferably, the solidified layer is asphalt.
Preferably, the tooth wall is fixed with the bottom plate through a plurality of tooth wall reinforcing steel bars by pouring concrete.
Compared with the prior art, the utility model provides a brick brake well wall of a well bottom anti-skidding structure has following beneficial effect:
1. the utility model has the advantages that the tooth wall is arranged on the surface of the concrete bottom plate and embedded at the lower end of the brick well wall, so that the well wall is effectively prevented from sliding along the surface of the bottom plate, and the anti-sliding stability of the bottom is ensured;
2. the utility model discloses add one fluted wall at the concrete bottom plate, reinforced concrete's engineering volume increases very little, but the cling compound degree of safety of the wall of a well has but obtained very big improvement, and the fluted wall is reinforced concrete structure, and the section is less, and is very little to overall structure load influence.
Drawings
Fig. 1 is a schematic structural view of a preferred embodiment of an anti-skid structure at the bottom of a wall of a brick-built brake well provided by the present invention;
fig. 2 is a partial sectional structural view of fig. 1.
Reference numbers in the figures: 1. cushion layer, 2, bottom plate, 3, bottom plate reinforcing steel bars, 4, tooth wall, 5, well wall, 6, tooth wall reinforcing steel bars.
Detailed Description
The present invention will be further described with reference to the accompanying drawings and embodiments.
Referring to fig. 1 and fig. 2, fig. 1 is a schematic structural diagram of a preferred embodiment of an anti-skid structure at the bottom of a wall of a brick-type brake well according to the present invention; fig. 2 is a partial sectional structural view of fig. 1. Brick floodgate well wall of a well bottom cling compound structure includes: cushion 1, bottom plate 2, tooth wall 4, wall of a well 5.
In the specific implementation process, as shown in fig. 1 and fig. 2, the bottom plate 2 is fixedly mounted on the cushion layer 1 through the bottom plate steel bars 3, the tooth wall 4 is mounted on the bottom plate 2, the tooth surface of the tooth wall 4 is embedded on the bottom plate 2, the well wall 5 is embedded in the tooth wall 4, a cured layer is filled in a gap between the tooth wall 4 and the well wall 5, the cured layer is made of asphalt, the well wall 5 is fixedly built on the tooth wall 4, and the tooth wall 4 is fixed with the bottom plate 2 through pouring concrete through the plurality of tooth-added wall steel bars 6.
It should be noted that: when the concrete bottom plate tooth wall reinforcing steel bars 6 of the gate well are bound, the tooth wall 4 and the tooth wall reinforcing steel bars 6 are bound and anchored into the lower part of the bottom plate 2, concrete is poured after finishing the concrete, the tooth wall 4 and the bottom plate 2 are integrally poured, the brick well wall 5 is built after the concrete bottom plate 2 is demolded, the tooth wall 4 is arranged on the surface of the concrete bottom plate 2, the tooth wall 4 is embedded at the lower end of the brick well wall 5, the well wall 5 is effectively prevented from sliding along the surface of the bottom plate 2, the anti-sliding stability of the bottom is ensured, meanwhile, the tooth wall 4 is additionally arranged on the concrete bottom plate 2, the engineering quantity of the reinforced concrete is increased little, but the anti-sliding safety degree of the well wall 5 is greatly improved, the tooth wall 4 is of a reinforced concrete structure, the section is small, and the.
The utility model provides a brick floodgate well wall of a well bottom anti-skidding structure's theory of operation as follows:
when the concrete bottom plate tooth wall reinforcing steel bars 6 of the gate well are bound, the tooth wall 4 and the tooth wall reinforcing steel bars 6 are bound and anchored into the lower part of the bottom plate 2, concrete is poured after finishing the concrete, the tooth wall 4 and the bottom plate 2 are integrally poured, the brick well wall 5 is built after the concrete bottom plate 2 is demolded, the tooth wall 4 is arranged on the surface of the concrete bottom plate 2, the tooth wall 4 is embedded at the lower end of the brick well wall 5, the well wall 5 is effectively prevented from sliding along the surface of the bottom plate 2, the anti-sliding stability of the bottom is ensured, meanwhile, the tooth wall 4 is additionally arranged on the concrete bottom plate 2, the engineering quantity of the reinforced concrete is increased little, but the anti-sliding safety degree of the well wall 5 is greatly improved, the tooth wall 4 is of a reinforced concrete structure, the section is small, and the.
In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention.
The above is only the embodiment of the present invention, not limiting the scope of the present invention, all the equivalent structures or equivalent processes of the present invention can be used in other related technical fields, directly or indirectly, or in the same way as the present invention.
Claims (5)
1. The utility model provides a brick floodgate well wall of a well bottom antiskid structure which characterized in that includes:
a cushion layer (1);
the bottom plate (2) is fixedly arranged on the cushion layer (1) through a bottom plate steel bar (3);
the tooth wall (4) is installed on the bottom plate (2), and the tooth surface of the tooth wall (4) is embedded on the bottom plate (2);
the well wall (5), the well wall (5) is fixed to be built on the tooth wall (4).
2. The anti-skid structure for the bottom of the well wall of the brick-lock well according to claim 1, wherein the well wall (5) is embedded in the tooth wall (4).
3. A sliding-resistant structure for the bottom of a masonry gate well wall according to any one of claims 1 or 2, characterized in that the gap between the tooth wall (4) and the well wall (5) is filled with a cured layer.
4. A sliding resistant construction at the bottom of a wall of a brick-laid sluice well according to claim 3, characterized in that the solidified layer is made of asphalt.
5. The anti-slip structure for the bottom of the well wall of the brick-laid sluice well according to claim 1, wherein the tooth wall (4) is fixed with the bottom plate (2) through a plurality of tooth-added wall steel bars (6) by pouring concrete.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202021285063.3U CN213062106U (en) | 2020-07-05 | 2020-07-05 | Anti-sliding structure for bottom of wall of brick-built brake well |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202021285063.3U CN213062106U (en) | 2020-07-05 | 2020-07-05 | Anti-sliding structure for bottom of wall of brick-built brake well |
Publications (1)
Publication Number | Publication Date |
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CN213062106U true CN213062106U (en) | 2021-04-27 |
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Family Applications (1)
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CN202021285063.3U Active CN213062106U (en) | 2020-07-05 | 2020-07-05 | Anti-sliding structure for bottom of wall of brick-built brake well |
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CN (1) | CN213062106U (en) |
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2020
- 2020-07-05 CN CN202021285063.3U patent/CN213062106U/en active Active
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Address after: No.54, Jianshe Road, Heping District, Tianjin Patentee after: Tianjin Water Group Huamiao Planning, Survey and Design Institute Co.,Ltd. Address before: No.54, Jianshe Road, Heping District, Tianjin Patentee before: TIANJIN HUAMIAO WATER SUPPLY AND DRAINAGE RESEARCH DESIGNING INSTITUTE Co.,Ltd. |