CN216379660U - Advanced waterstop drainage tank and protective layer flanging device for bottom plate - Google Patents
Advanced waterstop drainage tank and protective layer flanging device for bottom plate Download PDFInfo
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- CN216379660U CN216379660U CN202122788366.8U CN202122788366U CN216379660U CN 216379660 U CN216379660 U CN 216379660U CN 202122788366 U CN202122788366 U CN 202122788366U CN 216379660 U CN216379660 U CN 216379660U
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Abstract
The utility model belongs to the technical field of construction engineering construction, and particularly relates to a drainage tank and a protective layer flanging device for a bottom plate advanced water stop belt, which comprises a drainage tank formwork and a protective layer flanging formwork; the drainage channel formwork comprises two side plates, and the two side plates are vertically placed on two sides of the rear pouring belt in the width direction along the length direction of the rear pouring belt respectively; the protective layer flanging formwork comprises two turning plates, the two turning plates are vertically arranged along the length direction of the post-cast strip, and the two side plates are positioned between the two turning plates; the height of the turning plate is less than that of the side plate; the top surface of the turning plate and the top surface of the side plate are both positioned on the same horizontal plane. According to the utility model, the formwork can be erected at one time through the drainage channel formwork erection and the protective layer flanging formwork erection, so that the formwork erection quality of the drainage channel and the protective layer flanging strength are ensured, the protective layer gap between the post-cast strip bottom rib and the cushion layer can be effectively blocked, the slurry leakage phenomenon is avoided, and the construction quality of the bottom plate post-cast strip is improved.
Description
Technical Field
The utility model belongs to the technical field of construction engineering construction, and particularly relates to a drainage tank with a bottom plate advanced water stop and a protective layer flanging device.
Background
Basement bottom plate post-cast strip seepage has been the stubborn illness that is difficult to overcome always, and basement bottom plate post-cast strip construction quality is closely related with the seepage water, and most bottom plate post-cast strip design nodes all set up drainage, long-pending thick liquid groove in order to guarantee post-cast strip closure quality at present, but the construction effect is unsatisfactory. The gaps of the protective layer between the bottom ribs of the post-cast strip and the cushion layer are not effectively plugged or the plugging strength is insufficient, so that more slurry leaks from the gaps, and great difficulty is caused in cleaning the subsequent post-cast strip.
In view of the above problems, it is necessary to improve them.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problems and provides a drainage tank of a bottom plate advanced water stop belt and a protective layer flanging device.
In order to achieve the technical purpose, the utility model adopts the following technical scheme:
a drainage channel and a protective layer flanging device for a bottom plate advanced water stop belt comprise a drainage channel formwork and a protective layer flanging formwork; the drainage channel formwork comprises two side plates, and the two side plates are vertically placed on two sides of the rear pouring belt in the width direction along the length direction of the rear pouring belt respectively; the protective layer flanging formwork comprises two turning plates, the two turning plates are vertically arranged along the length direction of the post-cast strip, and the two side plates are positioned between the two turning plates; the height of the turning plate is less than that of the side plate; the top surface of the turning plate and the top surface of the side plate are both positioned on the same horizontal plane.
Furthermore, the drainage channel formwork also comprises a first back edge and a second back edge; the top of curb plate towards the back-cast strip one side is stupefied with the first back of the body and is connected, and the bottom is stupefied with the second back of the body and is connected in the laminating.
Furthermore, the drainage channel supporting die also comprises an upper supporting plate and a lower supporting plate; a plurality of upper supporting plates are arranged between the two first back ridges corresponding to the two side plates, and the upper supporting plates are uniformly arranged at intervals along the length direction of the post-cast strip; a plurality of lower supporting plates are arranged between the second back edges corresponding to the two side plates, and the plurality of lower supporting plates are uniformly arranged at intervals along the length direction of the post-cast strip.
Furthermore, the drainage channel formwork also comprises a plurality of first connecting plates which are horizontally placed, the plurality of first connecting plates are arranged into two rows along the length direction of the post-cast strip, the two rows of first connecting plates are respectively positioned at two sides of the post-cast strip, and each row comprises a plurality of first connecting plates; each first connecting plate is attached to the top surface of the turning plate, the top surface of the side plate, the top surface of the first back ridge and the top surface of the upper supporting plate on the side of the post-cast strip.
Furthermore, the first connecting plate and the turning plate, the first back ridge and the upper supporting plate which are arranged on the rear pouring belt side of the first connecting plate are connected through iron nails; the side plates are connected with the corresponding first back ridges through iron nails.
Furthermore, the protective layer flanging formwork also comprises a plurality of second connecting plates which are horizontally arranged, the length directions of the post-cast strip of the plurality of second connecting plates are arranged into two rows, the second connecting plates at two sides are respectively positioned at two sides of the post-cast strip, and each row comprises a plurality of second connecting plates; each second connecting plate is attached to the top surface of the second back ridge and the top surface of the lower supporting plate on the side of the post-cast strip.
Furthermore, each second connecting plate is connected with the second back ridge and the lower supporting plate on the rear pouring belt side through iron nails; the side plates are connected with the corresponding second back ridges through iron nails.
Further, still include location structure, location structure includes two pole settings, and the quantity of each pole setting of being listed as is a plurality of, and a pole setting sets up in the one side that deviates from the post-cast strip in one side board, and another pole setting of being listed as sets up in the one side that deviates from the post-cast strip in another curb plate.
Furthermore, an upper anchor rod and a lower support rod are not arranged between the two opposite upright rods in the same row, the upper anchor rod is horizontally positioned on the top surface of the side plate, and the lower support rod is horizontally positioned on the bottom surface of the side plate.
Compared with the prior art, the utility model has the beneficial technical effects that:
(1) the novel formwork can be erected at one time through the drainage channel formwork and the protective layer flanging formwork, the formwork erecting quality of the drainage channel and the strength of the protective layer flanging are guaranteed, a gap between a post-cast strip bottom rib and a cushion layer can be effectively plugged, the slurry leakage phenomenon is avoided, and the construction quality of the bottom plate post-cast strip is improved; the construction quality of the drainage channel is ensured, and the problems of cleaning, drainage and the like before the post-cast strip is sealed are solved;
(2) the utility model has convenient construction, simple processing technology, convenient and quick assembly and disassembly and can be recycled; the material can be recycled, so that the waste phenomenon of the material is avoided;
(3) this use is novel through setting up location structure, when can preventing to pour concrete, water drainage tank formwork and protective layer turn-ups formwork come-up.
Drawings
FIG. 1 is a plan view of the present embodiment;
FIG. 2 is an elevational view of the installation of the present embodiment;
FIG. 3 is a view showing the effect of the molding process of the present embodiment;
FIG. 4 is a view of the structure of the drainage channel formwork and the protective layer flanging formwork of the present embodiment;
fig. 5 is a positioning structure diagram of the present embodiment.
In the figure, a side plate 1, a turning plate 2, a first back ridge 3, a second back ridge 4, an upper supporting plate 5, a lower supporting plate 6, a first connecting plate 7, a second connecting plate 8, a vertical rod 9, an upper anchor rod 10, a lower supporting rod 11, a bottom plate bottom rib 12 and a protective layer gap concrete flanging 13 drainage groove between the cushion layer.
Detailed Description
The utility model will be further described with reference to specific examples, but the scope of the utility model is not limited thereto.
As shown in fig. 1-5, the drainage channel and protective layer flanging device for the advanced water stop of the bottom plate of this embodiment includes a drainage channel support mold and a protective layer flanging support mold. The drainage channel formwork comprises two side plates 1, wherein the two side plates 1 are vertically placed on two sides of the width direction of the post-cast strip respectively along the length direction of the post-cast strip. The protective layer flanging formwork comprises two turning plates 2, wherein the two turning plates 2 are vertically arranged along the length direction of the post-cast strip, and the two side plates 1 are positioned between the two turning plates 2. The height of the turning plate 2 is less than that of the side plate 1. The top surface of the turning plate 2 and the top surface of the side plate 1 are both positioned on the same horizontal plane. The sum of the distance between the two side plates 1 and the thickness of the two side plates 1 is the width of the post-pouring belt. The height between the bottom surface of the turning plate 2 and the width bottom surface of the post-pouring strip is the height of a drainage channel 13, and the height of the side plate 1 is equal to the height of the turning plate 2 plus the height of the drainage channel. After the construction is finished, a concrete flange 12 of a protective layer gap between the bottom rib of the bottom plate and the cushion layer is formed between the turning plate 2 and the side plate 1. Therefore, the embodiment ensures the formwork supporting quality of the drainage channel and the flanging strength of the protective layer, and can effectively block the gap between the bottom rib of the post-cast strip and the cushion layer, thereby avoiding the slurry leakage phenomenon, improving the construction quality of the bottom plate post-cast strip, ensuring the construction quality of the drainage channel, and solving the problems of cleaning, drainage and the like before the post-cast strip is sealed.
The drainage channel formwork of the embodiment further comprises a first back ridge 3, a second back ridge 4, an upper supporting plate 5 and a lower supporting plate 6. Curb plate 1 is connected with the stupefied 3 laminating of first back of the body towards the top of post-cast strip one side, and the bottom is stupefied 4 laminating connections of second back of the body all is equipped with the back of the body stupefied. A plurality of upper supporting plates 5 are arranged between the two first back ridges 3 corresponding to the two side plates 1, and the plurality of upper supporting plates 5 are uniformly arranged at intervals along the length direction of the post-cast strip. A plurality of lower supporting plates 6 are arranged between the second back ridges 4 corresponding to the two side plates 1, and the plurality of lower supporting plates 6 are uniformly arranged at intervals along the length direction of the post-cast strip. The distance between the adjacent upper supporting plates 5 is not more than 600 mm. The distance between the adjacent lower supporting plates 6 is not more than 600 mm. The first back edge 3, the second back edge 4, the upper supporting plate 5 and the lower supporting plate 6 are all square wood with the cross section area not less than 50mmX70 mm.
The drainage channel formwork of the embodiment further comprises a plurality of second connecting plates 8 which are horizontally arranged, the plurality of second connecting plates 8 are arranged in two rows along the length direction of the post-cast strip, the second connecting plates 8 on the two sides are respectively positioned on the two sides of the post-cast strip, and each row comprises a plurality of second connecting plates 8; each second connecting plate 8 is attached to the top surface of the second back ridge 4 and the top surface of the lower supporting plate 6 on the side of the post-cast strip. Each second connecting plate 8 is connected with the second back ridge 4 and the lower supporting plate 6 on the rear pouring belt side through iron nails. The side plates 1 are connected with the corresponding second back ridges 4 through iron nails. The second connecting plate 8 is a board with the thickness not less than 15 mm.
The protective layer flanging formwork further comprises a plurality of first connecting plates 7 which are horizontally arranged, the plurality of first connecting plates 7 are arranged in two rows along the length direction of the post-cast strip, the two rows of first connecting plates 7 are respectively positioned on two sides of the post-cast strip, and each row comprises the plurality of first connecting plates 7; each first connecting plate 7 is attached to the top surface of the turning plate 2, the top surface of the side plate 1, the top surface of the first back ridge 3 and the top surface of the upper supporting plate 5 on the rear pouring belt side. The first connecting plate 7 is connected with the turning plate 2, the first back ridge 3 and the upper supporting plate 5 on the rear pouring belt side through iron nails. The side plates 1 are connected with the corresponding first back ridges 3 through iron nails. The distance between the adjacent first connecting plates 7 is not more than 1000mm, and the distance between the turning plate 2 and the side plate 1 is 70 mm. The turning plate 2 is square wood with the thickness not less than 50mmX70 mm. The first connecting plate 7 is a board of not less than 15mm thick.
This embodiment still includes location structure, and location structure includes two poles 9, and each quantity that is listed as pole 9 is a plurality of, and a pole 9 sets up in the one side that deviates from the post-cast strip in curb plate 1, and another is listed as pole 9 and sets up in the one side that deviates from the post-cast strip in another curb plate 1. An upper anchor rod 10 and a lower support rod 11 are arranged between the two opposite upright rods 9 which are not in the same row, the upper anchor rod 10 is horizontally positioned on the top surface of the side plate 1, and the lower support rod 11 is horizontally positioned on the bottom surface of the side plate 1. The upright rod 9, the upper anchor rod 10 and the lower stay bar 11 are all steel bars with the diameter not less than phi 12. When installing location structure, earlier installation pole setting 9 and leading waterstop steel bar welding are firm, and vaulting pole 11 is firm with pole setting 9 welding under the installation, treats that water drainage tank formwork and protective layer turn-ups formwork prop up and establish after the completion installation stock 10 with pole setting 9 welding firmly prevent to pour the concrete, water drainage tank formwork and protective layer turn-ups formwork come-up. The spacing between adjacent upper anchor rods 10 is not greater than 2000 mm.
The construction process of the embodiment is as follows: and planning and preprocessing the drainage channel formwork supporting member and the protective layer flanging formwork supporting member in advance, and preparing materials. And (4) positioning and paying off of the post-cast strip after the post-cast strip of the basement bottom plate is installed and bound with the steel bars of the advanced water stop strip. And the vertical rods 9 of the positioning structures are installed, and the longitudinal distance between the vertical rods 9 is not more than 2000mm and is firmly welded with the advanced water stop reinforcing steel bars. The elevation is measured to ensure that the lower support rod 11 steel bar is on the same horizontal plane, and the lower support rod 11 steel bar is installed and firmly welded with the vertical rod 9. Installing a side plate 1 of a drain tank which is processed in advance, and arranging back ridges on the inner side surfaces of the two side plates 1 through iron nails; the lower supporting plate 6 is firmly connected with the back edge at the lower part of the side plate 1 through the second connecting plate 8 and the iron nails. The upper supporting plate 5, the back ridge above the side plate 1 and the turning plate 2 are firmly connected with the first connecting plate 7 through iron nails. The side plates 1, the first connecting plates 7 and the second connecting plates 8 are wood plates with the thickness not less than 15mm, and the widths of the first connecting plates 7 and the second connecting plates 8 are not less than 100 mm. The distance between the adjacent first connecting plate 7 and the adjacent second connecting plate 8 is not more than 1000 mm. The back arris, the turning plate 2, the upper supporting plate 5 and the lower supporting plate 6 are all square timbers with sectional areas not less than 50mmX70mm, and the longitudinal arrangement intervals of the square timbers of the upper supporting rod and the lower supporting rod 11 are not more than 600 mm. The distance between the back edge square wood and the side plate of the drainage groove is 170 mm. And finally, after the formwork is erected, the upper anchor rods 10 are fixedly welded with the upright rods 9, so that the cast concrete formwork is prevented from floating upwards.
While the embodiments of the present invention have been described in detail, it will be apparent to those skilled in the art that variations may be made in the embodiments without departing from the spirit of the utility model, and such variations are to be considered within the scope of the utility model.
Claims (9)
1. The utility model provides a leading waterstop water drainage tank of bottom plate and protective layer flanging device which characterized in that:
the device comprises a drainage channel formwork and a protective layer flanging formwork;
the drainage channel formwork comprises two side plates, and the two side plates are vertically placed on two sides of the rear pouring belt in the width direction along the length direction of the rear pouring belt respectively; the protective layer flanging formwork comprises two turning plates, the two turning plates are vertically arranged along the length direction of the post-cast strip, and the two side plates are positioned between the two turning plates; the height of the turning plate is less than that of the side plate; the top surface of the turning plate and the top surface of the side plate are both positioned on the same horizontal plane.
2. The advanced waterstop drainage tank and protective layer flanging device of bottom plate of claim 1, characterized in that: the drainage channel formwork also comprises a first back edge and a second back edge; the top of curb plate towards the back-cast strip one side is stupefied with the first back of the body and is connected, and the bottom is stupefied with the second back of the body and is connected in the laminating.
3. The advanced waterstop drainage tank and protective layer flanging device of bottom plate of claim 2, characterized in that: the drainage channel supporting die also comprises an upper supporting plate and a lower supporting plate; a plurality of upper supporting plates are arranged between the two first back ridges corresponding to the two side plates, and the upper supporting plates are uniformly arranged at intervals along the length direction of the post-cast strip; a plurality of lower supporting plates are arranged between the second back edges corresponding to the two side plates, and the plurality of lower supporting plates are uniformly arranged at intervals along the length direction of the post-cast strip.
4. The advanced waterstop drainage tank and protective layer flanging device of bottom plate of claim 3, characterized in that: the drainage channel formwork further comprises a plurality of first connecting plates which are horizontally arranged, the first connecting plates are arranged in two rows along the length direction of the post-cast strip, the two rows of first connecting plates are respectively positioned on two sides of the post-cast strip, and each row comprises a plurality of first connecting plates; each first connecting plate is attached to the top surface of the turning plate, the top surface of the side plate, the top surface of the first back ridge and the top surface of the upper supporting plate on the side of the post-cast strip.
5. The advanced waterstop drainage tank and protective layer flanging device of bottom plate of claim 4, characterized in that: the first connecting plate and the turning plate, the first back ridge and the upper supporting plate which are arranged at the side of the rear pouring belt are connected through iron nails; the side plates are connected with the corresponding first back ridges through iron nails.
6. The advanced waterstop drainage tank and protective layer flanging device of bottom plate of claim 3, characterized in that: the protective layer flanging formwork also comprises a plurality of second connecting plates which are horizontally arranged, the length directions of the post-cast strip of the plurality of second connecting plates are arranged into two rows, the second connecting plates on the two sides are respectively positioned on the two sides of the post-cast strip, and each row comprises a plurality of second connecting plates; each second connecting plate is attached to the top surface of the second back ridge and the top surface of the lower supporting plate on the side of the post-cast strip.
7. The advanced waterstop drainage tank and protective layer flanging device of bottom plate of claim 6, characterized in that: each second connecting plate is connected with the second back ridge and the lower supporting plate on the rear pouring belt side through iron nails; the side plates are connected with the corresponding second back ridges through iron nails.
8. The advanced waterstop drainage tank and protective layer flanging device of bottom plate of claim 1, characterized in that: still include location structure, location structure includes two pole settings, and the quantity that each was listed as the pole setting is a plurality of, and a pole setting sets up in the one side that deviates from the post-cast strip in one side board, and another is listed as the pole setting and sets up in the one side that deviates from the post-cast strip in another curb plate.
9. The advanced waterstop drainage tank and protective layer flanging device of bottom plate of claim 8, characterized in that: an upper anchor rod and a lower support rod are arranged between the two upright rods which are not arranged in the same row and are opposite to each other, the upper anchor rod is horizontally positioned on the top surface of the side plate, and the lower support rod is horizontally positioned on the bottom surface of the side plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122788366.8U CN216379660U (en) | 2021-11-15 | 2021-11-15 | Advanced waterstop drainage tank and protective layer flanging device for bottom plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122788366.8U CN216379660U (en) | 2021-11-15 | 2021-11-15 | Advanced waterstop drainage tank and protective layer flanging device for bottom plate |
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| Publication Number | Publication Date |
|---|---|
| CN216379660U true CN216379660U (en) | 2022-04-26 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122788366.8U Active CN216379660U (en) | 2021-11-15 | 2021-11-15 | Advanced waterstop drainage tank and protective layer flanging device for bottom plate |
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| Country | Link |
|---|---|
| CN (1) | CN216379660U (en) |
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2021
- 2021-11-15 CN CN202122788366.8U patent/CN216379660U/en active Active
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