CN214784617U - A dirty pond structure of assembled collection for high stake beam slab wharf - Google Patents
A dirty pond structure of assembled collection for high stake beam slab wharf Download PDFInfo
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- CN214784617U CN214784617U CN202120676552.XU CN202120676552U CN214784617U CN 214784617 U CN214784617 U CN 214784617U CN 202120676552 U CN202120676552 U CN 202120676552U CN 214784617 U CN214784617 U CN 214784617U
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Abstract
The utility model discloses a dirty pond structure of assembled collection for high stake beam slab wharf, including concave type concrete block and apron, concave type concrete block is integral prefabricated component, settles the bottom between pier crossbeam and longeron, crossbeam and longeron side and the vertical prefabricated concrete of concave type concrete block all regard as the dirty pond lateral wall of collection, the prefabricated concrete in bottom of concave type concrete block is as the dirty pond bottom plate of collection, the apron is settled at the top in the dirty pond of collection, be provided with on the apron and receive the water pipe. The utility model provides a dirty pond structure of assembled collection for high stake beam slab wharf for the dirty pond structure of whole prefabricated assembled collection, can set up concave type concrete piece lateral wall degree of depth according to the dirty required volume of pond of collection, the strong adaptability of structure to the volume demand rate possesses stronger controllability, can effectively solve the efficiency scheduling problem that satisfies rain sewage and collect the function and improve the assembled pond structure.
Description
Technical Field
The utility model relates to a dirty pond technical field of collection, concretely relates to dirty pond structure of assembled collection for high stake beam slab wharf.
Background
The high-pile wharf is a ship mooring structure which transfers the load on the upper part of the wharf to a deep foundation by utilizing pile foundations, wherein a beam-slab structure is one of the main application structural forms of the high-pile wharf. The main structural components comprise pile foundations, pile caps, cross beams, longitudinal beams, panels and the like. In the design of bulk cargo pier or hazardous articles pier, because environmental protection's needs, this type of wharf face rain sewage, production domestic water all must concentrate the collection and handle, use mostly in the wharf structure at present and reserve the reinforcing bar at length and breadth roof beam, and the on-the-spot welding of dirt collecting tank bottom plate lateral wall reinforcing bar that carries on pours the shaping after the installation of die block side form.
How to further improve the construction efficiency of dirty pond structure of collection under the condition of satisfying high stake beam slab formula pier service function is the problem that this technical field personnel need solve.
SUMMERY OF THE UTILITY MODEL
In order to overcome the not enough of prior art, the utility model provides an assembled dirty pond structure of collection for high stake beam slab wharf can effectively solve the efficiency scheduling problem that satisfies the rainwater sewage and collect the function and improve assembled pond structure.
In order to achieve the purpose, the utility model provides an assembled collection dirty pond structure for high stake beam slab wharf, including concave type concrete block and apron, concave type concrete block is integral prefabricated component, settles the bottom between pier crossbeam and longeron, crossbeam and longeron side and the vertical prefabricated concrete of concave type concrete block all regard as the dirty pond lateral wall of collection, the bottom prefabricated concrete of concave type concrete block is as the dirty pond bottom plate of collection, the top at the dirty pond of collection is settled to the apron, be provided with on the apron and receive the water pipe.
Furthermore, the width of the bottom plate of the concave concrete block body is set according to the distance between the longitudinal beams, and the length of the bottom plate is set according to the distance between the cross beams.
Furthermore, when the concave concrete block is prefabricated, a plurality of first placing holes are formed in the periphery of the side wall of the concave concrete block.
Furthermore, the equal elevation positions of the cross beam and the longitudinal beam are provided with a plurality of second placing holes corresponding to the first placing holes, and the distance between the second placing holes is consistent with that between the first placing holes on the side wall of the concave concrete block.
Furthermore, an anticorrosive coating is arranged when the side wall and the bottom of the concave concrete block are prefabricated.
Furthermore, sealant is arranged between the concave concrete block and the longitudinal beam.
Furthermore, a sealant is arranged between the concave concrete block and the cross beam.
The utility model provides a dirty pond structure of assembled collection for high stake beam slab wharf for the dirty pond structure of whole prefabricated assembled collection, can set up concave type concrete piece lateral wall degree of depth according to the dirty required volume of pond of collection, the strong adaptability of structure to the volume demand rate possesses stronger controllability, can effectively solve the efficiency scheduling problem that satisfies rain sewage and collect the function and improve the assembled pond structure.
Drawings
The invention is further described with reference to the following drawings and detailed description.
Fig. 1 is a schematic plan view of an assembled sewage collecting tank structure for a high-piled beam-slab wharf in the present example;
fig. 2 is a schematic sectional structure view of the fabricated sewage collecting tank structure for the high-piled beam-slab wharf in this example.
The reference numbers in the figures mean:
concave concrete block 1, preformed hole 2, bolt 3, nut 4, grouting material 5, sealant 6, longitudinal beam 7, cross beam 8, cover plate 9 and water collecting pipe 10.
Detailed Description
In order to make the technical means, creation features, achievement purposes and functions of the present invention easy to understand and understand, the present invention is further explained by combining with the specific drawings.
In order to solve the sewage treatment scheduling problem of current high stake beam slab wharf, the utility model provides a dirty pond structure of assembled collection for high stake beam slab wharf can effectively solve the efficiency scheduling problem that satisfies rain sewage and collect the function and improve assembled pond structure.
As shown in fig. 1 and fig. 2, the fabricated sewage collecting tank structure for a high-pile beam-slab wharf provided in this example includes a concave concrete block 1 and a cover plate 9.
The concrete block 1 is arranged at the bottom between the cross beam 8 and the longitudinal beam 7 of the wharf, the side surfaces of the cross beam 8 and the longitudinal beam 7 and the vertical precast concrete of the concrete block 1 are used as the side walls of the sewage collecting tank, the precast concrete at the bottom of the concrete block 1 is used as the bottom plate of the sewage collecting tank, and the cover plate 9 is arranged at the top of the sewage collecting tank.
When the rainwater collecting device is specifically arranged, the concave concrete blocks 1 are integral prefabricated components, the concave concrete blocks 1 can be used as rainwater and sewage collecting areas, the width of a bottom plate of each concave concrete block is determined according to the distance between the longitudinal beams 7, and the length of each concave concrete block is determined according to the distance between the cross beams 8.
When the concave concrete block 1 is prefabricated, the periphery of the side wall of the concave concrete block 1 is provided with a preformed hole 2 for fixing the concave concrete block 1.
Meanwhile, the elevation positions of the cross beam 8, the longitudinal beam 7 and the like are also provided with reserved holes 2, and the distance between the reserved holes is consistent with the distance between the reserved holes on the side walls of the concave concrete blocks 1.
By the structure, the concave concrete block 1 can be fixed between the cross beam 8 and the longitudinal beam 7 through the bolt 3.
Further, the size of the preformed holes 2 on the concave concrete blocks 1, the cross beam 8 and the longitudinal beam 7 is determined according to the diameter of the embedded bolt 3.
The diameter of the bolt 3 is obtained according to the shearing resistance of the structural surface.
Meanwhile, the side wall and the bottom of the concave concrete block 1 are provided with the anticorrosive coatings, so that the anticorrosive quality is controlled, and the structural durability is ensured to a certain extent.
The cover plate 9 is provided with a water collecting pipe 10 for collecting sewage.
For example, the following describes a specific embodiment of the assembled sewage collecting tank structure provided in the present embodiment.
When the concrete construction is implemented, the concave concrete block 1 is prefabricated firstly, namely, the prefabricated component of the concave concrete block 1 is completed, and the side wall and the bottom of the concave concrete block 1 are finished with the anticorrosive coating.
Next, the side walls of the concave concrete blocks 1 are provided with prepared holes 2 and corresponding prepared holes 2 are arranged at the same elevation positions of the cross beam 8 and the longitudinal beam 7.
And then, embedding the bolts 3 into the side walls of the concave concrete blocks 1 and the preformed holes 2 of the cross beams 8 and the longitudinal beams 7, injecting grouting material 5, and sleeving the nuts 4 at the end parts of the bolts 3 so as to install the main structure of the fixed assembly type sewage collecting pool.
And then, arranging sealant 6 between the concave concrete block 1 and the longitudinal beam 7 and the cross beam 8, and injecting glue under pressure to seal the periphery so as to ensure the sealing property of the sewage collecting tank.
And finally, arranging a cover plate 9 at the top of the sewage collecting tank to complete the whole prefabricated assembly type sewage collecting tank structure.
The fabricated sewage collecting tank structure for the high-pile beam-slab wharf is an integrally prefabricated fabricated sewage collecting tank structure, and the traditional cast-in-place concrete construction processes such as on-site reinforcement-free welding, bottom die side die and the like are adopted, so that the on-site construction period is shortened, and the operation efficiency is improved.
The dirty pond structure of assembled collection for high stake beam slab wharf that this example provided can be according to the dirty pond required volume adjustment concave concrete block lateral wall degree of depth of collection, and the structure is to the strong adaptability of volume demand rate, and the diameter of buried bolt in advance and interval size can set up according to actual conditions, possess stronger controllability.
The basic principles and the main features of the invention and the advantages of the invention have been shown and described above. It will be understood by those skilled in the art that the present invention is not limited to the above embodiments, and that the foregoing embodiments and descriptions are provided only to illustrate the principles of the present invention without departing from the spirit and scope of the present invention. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (7)
1. The utility model provides a dirty pond structure of assembled collection for high stake beam slab wharf which characterized in that, includes concave type concrete block and apron, concave type concrete block is integral prefabricated component, settles the bottom between pier crossbeam and longeron, crossbeam and longeron side and the vertical prefabricated concrete of concave type concrete block all regard as the dirty pond lateral wall of collection, the prefabricated concrete in bottom of concave type concrete block is as the dirty pond bottom plate of collection, the apron is settled at the top in the dirty pond of collection, be provided with on the apron and receive the water pipe.
2. The fabricated sewage collecting pond structure for the high-piled beam-slab wharf of claim 1, wherein the widths of the bottom plates of the concave concrete blocks are set according to a longitudinal beam distance, and the lengths are set according to a transverse beam distance.
3. The fabricated sewage collecting pond structure for the high-piled beam-slab wharf of claim 1, wherein the concave concrete blocks are provided with a plurality of first placing holes around the side walls thereof when being prefabricated.
4. The fabricated sewage collecting pond structure for the high-piled beam-slab wharf of claim 3, wherein the equal elevation positions of the cross beam and the longitudinal beam are provided with a plurality of second placing holes corresponding to the first placing holes, and the distance between the second placing holes is consistent with that between the first placing holes on the side wall of the concave concrete block.
5. The fabricated sewage collecting pond structure for the high-pile beam-slab wharf of claim 1, wherein an anticorrosive coating is provided when the side wall and the bottom of the concave concrete block are prefabricated.
6. The fabricated sewage collection pond structure for the high-piled beam-slab wharf as claimed in claim 1, wherein a sealant is disposed between the concave concrete blocks and the longitudinal beam.
7. The fabricated sewage collection pond structure for the high-piled beam-slab wharf of claim 1, wherein a sealant is disposed between the concave concrete blocks and the cross beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120676552.XU CN214784617U (en) | 2021-04-01 | 2021-04-01 | A dirty pond structure of assembled collection for high stake beam slab wharf |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120676552.XU CN214784617U (en) | 2021-04-01 | 2021-04-01 | A dirty pond structure of assembled collection for high stake beam slab wharf |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214784617U true CN214784617U (en) | 2021-11-19 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120676552.XU Active CN214784617U (en) | 2021-04-01 | 2021-04-01 | A dirty pond structure of assembled collection for high stake beam slab wharf |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214784617U (en) |
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2021
- 2021-04-01 CN CN202120676552.XU patent/CN214784617U/en active Active
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