CN216615928U - Sump pit structure - Google Patents
Sump pit structure Download PDFInfo
- Publication number
- CN216615928U CN216615928U CN202122526289.9U CN202122526289U CN216615928U CN 216615928 U CN216615928 U CN 216615928U CN 202122526289 U CN202122526289 U CN 202122526289U CN 216615928 U CN216615928 U CN 216615928U
- Authority
- CN
- China
- Prior art keywords
- steel sheet
- steel
- bottom plate
- template
- side 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.)
- Active
Links
Images
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The utility model discloses a sump pit structure, which comprises a first bottom plate, a steel plate, a cushion layer, a second bottom plate, a side wall, a template, a screw and a clamp, and is characterized in that: first bottom plate lateral wall pressure is equipped with the steel sheet, the steel sheet bottom is pour the bed course, the steel sheet lateral wall with the bed course top ligature respectively has the reinforcing bar, the reinforcing bar one end of steel sheet lateral wall is equipped with the template, the template passes through the screw rod with the clamp with steel sheet fixed connection, easy operation, construction convenience. The template, the steel plate, the side wall and the second bottom plate are connected with each other to form an anchoring structure, the stability of the water collecting well structure is improved, the structure is firm after the water collecting well is formed, the safety of site construction is improved, and the construction efficiency is improved.
Description
Technical Field
The utility model relates to the field of water collecting well structures, in particular to a water collecting well structure.
Background
The new construction design change causes the construction phenomenon behind the basement sump pit to be more and more, and the sump pit of construction behind the basement easily causes groundwater to flow backward, and the earthwork excavation collapses, and post construction sump pit quality is difficult to guarantee. In the past, a common construction method is that a newly-added water collecting well area is firstly used for precipitation, soil body reinforcing construction is carried out on a corresponding area, and then a water collecting well is excavated and constructed. However, the conventional method has the disadvantages of complicated procedures, long time consumption, high cost, time and labor consumption.
Disclosure of Invention
In view of the above-mentioned deficiencies or inadequacies in the prior art, it would be desirable to provide a sump well structure.
According to the technical scheme that this application embodiment provided, a sump pit structure, including first bottom plate, steel sheet, bed course, second bottom plate, side wall, template, screw rod, clamp, characterized by: first bottom plate lateral wall pressure is equipped with the steel sheet, the steel sheet bottom is pour the bed course, the steel sheet lateral wall with the bed course top ligature respectively has the reinforcing bar, the reinforcing bar one end of steel sheet lateral wall is equipped with the template, the template passes through the screw rod with the clamp with steel sheet fixed connection.
In the utility model, the steel bars bound on the side wall of the steel plate and the top end of the cushion layer form a steel bar framework, and the second bottom plate and the side wall are respectively formed in the steel bar framework on the side wall of the steel plate and the steel bar framework on the top end of the cushion layer by pouring concrete.
According to the utility model, the steel plate has good waterproofness, can effectively cut off the permeation path of water, and plays roles of water proofing and containment.
In the utility model, the template and the steel plate form an anchoring structure, so that the connection is firm, the displacement phenomenon is avoided, and the stability in concrete pouring is improved.
To sum up, the beneficial effect of this application: the operation is simple, and the construction is convenient. The template, the steel plate, the side wall and the second bottom plate are connected with each other to form an anchoring structure, the stability of the water collecting well structure is improved, the structure is firm after the water collecting well is formed, the safety of site construction is improved, and the construction efficiency is improved.
Drawings
Other features, objects and advantages of the present application will become more apparent upon reading of the following detailed description of non-limiting embodiments thereof, made with reference to the accompanying drawings in which:
FIG. 1 is a schematic view of the structure of the present invention.
Reference numbers in the figures: a first base plate-1; a steel plate-2; a cushion layer-3; a second bottom plate-4; a side wall-5; template-6; screw rod-7; a hoop-8.
Detailed Description
The present application will be described in further detail with reference to the following drawings and examples. It is to be understood that the specific embodiments described herein are merely illustrative of the relevant invention and not restrictive of the utility model. It should be noted that, for convenience of description, only the portions related to the present invention are shown in the drawings.
It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict. The present application will be described in detail below with reference to the embodiments with reference to the attached drawings.
As shown in fig. 1, a sump pit structure, includes first bottom plate 1, steel sheet 2, bed course 3, second bottom plate 4, side wall 5, template 6, screw rod 7, clamp 8, characterized by: 1 lateral wall of first bottom plate is pressed and is equipped with steel sheet 2, and bed course 3 has been pour to 2 bottoms of steel sheet, and 2 lateral walls of steel sheet and 3 tops of bed course have the reinforcing bar respectively, and the reinforcing bar one end of 2 lateral walls of steel sheet is equipped with template 6, and template 6 passes through screw rod 7 and clamp 8 and 2 fixed connection of steel sheet. The reinforcing steel bars bound on the side walls of the steel plates 2 and the top ends of the cushion layers 3 form a reinforcing steel bar framework, and the reinforcing steel bar framework on the side walls of the steel plates 2 and the reinforcing steel bar framework on the top ends of the cushion layers 3 form a second bottom plate 4 and a side wall 5 through pouring concrete respectively.
The first bottom plate 1 is an original structural bottom plate of the existing water collecting well, the second bottom plate 4 is an additional bottom plate of the water collecting well, after the first bottom plate 1 is grooved, steel plates 2 are pressed into the side edges of the first bottom plates 1 on two sides and dug downwards, and a cushion layer 3 is poured at the bottommost end. The steel plate 2 has good waterproofness, can effectively cut off the permeation path of water, and plays roles in waterproofing and enclosing. Placing the lateral wall reinforcing steel bars and the templates 6 on the two sides, connecting the templates 6 with the steel plates 2 through screws 7 and clamps 8, binding the reinforcing steel bars on the top ends of the cushion layers 3 at last, and pouring concrete to form the second bottom plate 4 and the collector well side wall 5. The template 6 and the steel plate 2 form an anchoring structure, so that the anchoring structure is firm in connection, the displacement phenomenon is avoided, and the stability in concrete pouring is improved. The construction process that effectively utilizes template 6 and steel sheet 2 to combine together fixes sump pit side wall 5 for when follow-up concreting, the difficult phenomenon that produces deformation and shift of sump pit guarantees construction quality, improves the efficiency of construction.
The foregoing description is only exemplary of the preferred embodiments of the application and is provided for the purpose of illustrating the general principles of the technology and the like. Meanwhile, the scope of the utility model according to the present application is not limited to the technical solutions in which the above-described technical features are combined in a specific manner, and also covers other technical solutions in which the above-described technical features or their equivalent are combined arbitrarily without departing from the inventive concept described above. For example, the above features may be replaced with (but not limited to) features having similar functions disclosed in the present application.
Claims (2)
1. The utility model provides a sump pit structure, includes first bottom plate (1), steel sheet (2), bed course (3), second bottom plate (4), side wall (5), template (6), screw rod (7), clamp (8), characterized by: first bottom plate (1) side wall is pressed and is equipped with steel sheet (2), steel sheet (2) bottom is pour bed course (3), steel sheet (2) lateral wall with bed course (3) top ligature respectively has the reinforcing bar, the reinforcing bar one end of steel sheet (2) lateral wall is equipped with template (6), template (6) are passed through screw rod (7) with clamp (8) with steel sheet (2) fixed connection.
2. A sump well structure according to claim 1, wherein: the steel plate (2) side wall and the steel bars bound on the top end of the cushion layer (3) form a steel bar framework, the steel bar framework on the side wall of the steel plate (2) and the steel bar framework on the top end of the cushion layer (3) are respectively formed by pouring concrete in the second bottom plate (4) and the side wall (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122526289.9U CN216615928U (en) | 2021-10-20 | 2021-10-20 | Sump pit structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122526289.9U CN216615928U (en) | 2021-10-20 | 2021-10-20 | Sump pit structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216615928U true CN216615928U (en) | 2022-05-27 |
Family
ID=81693198
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122526289.9U Active CN216615928U (en) | 2021-10-20 | 2021-10-20 | Sump pit structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216615928U (en) |
-
2021
- 2021-10-20 CN CN202122526289.9U patent/CN216615928U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202689009U (en) | Steel sheet pile and tubular pile combined foundation pit supporting structure | |
| CN216615928U (en) | Sump pit structure | |
| CN113216271B (en) | Plug-in type vertical film laying method | |
| CN208072390U (en) | A kind of connection structure of the stake of bridge support and underwater binder | |
| CN205077525U (en) | Basement waterproof concrete bottom plate post -cast strip is with novel waterstop structure | |
| KR102075202B1 (en) | Retaining Walls, and Construction Method of Underground Structure | |
| CN101666085B (en) | Prefabricated part composite cement soil wall and construction method thereof | |
| CN106049531A (en) | Construction method for high-water-content ultra-soft soil box type multi-chamber cast-in-place frame tunnel | |
| CN217379518U (en) | Constructional column and horizontal tie beam formwork-free construction component | |
| CN214994124U (en) | Novel plug-in vertical film paving device for impervious wall | |
| CN205875202U (en) | Cast -in -place frame tunnel formwork system of high water content ultra -soft soil box multi -chambered | |
| CN202081418U (en) | Continuous steel sheet pile for foundation pit support or continuous concrete wall | |
| CN206279520U (en) | A kind of prefabricated sheet pile and earth-retaining building structure | |
| CN212294679U (en) | Combined lattice column-concrete precast pile inclined support structure | |
| CN209875164U (en) | Box-type top plate structure of urban tunnel branch | |
| CN211691450U (en) | Slurry leakage prevention device for prefabricated side embedded steel bars of laminated slab beam | |
| CN211447004U (en) | Reinforced GRC plate and pipe ditch foundation formwork system combining same | |
| CN211646241U (en) | Prefabricated disassembly-free template anti-impact tooth wall | |
| CN210658385U (en) | Abandon slag yard reinforced structure | |
| CN105951844A (en) | Roof node structure adopting cover-excavation method and construction method of roof node structure | |
| CN208870056U (en) | A kind of cast-in-place concrete hollow intercepts water skeleton protective slope structure | |
| CN201873990U (en) | Dry soil-withdrawing engaged rectangle cast-in-place pile piling device | |
| CN206256440U (en) | A kind of large volume sheet pile pile sinking fixed structure | |
| CN105040677A (en) | Connecting method of foundation pit precast pile and cast-in-situ superposed lining wall through stirrups | |
| CN205242442U (en) | Contrary underground continuous wall that does of a core section of thick bamboo |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |