CN220868796U - Cast-in-place board leak protection thick liquid structure of assembled steel construction house - Google Patents
Cast-in-place board leak protection thick liquid structure of assembled steel construction house Download PDFInfo
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- CN220868796U CN220868796U CN202322323781.5U CN202322323781U CN220868796U CN 220868796 U CN220868796 U CN 220868796U CN 202322323781 U CN202322323781 U CN 202322323781U CN 220868796 U CN220868796 U CN 220868796U
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- China
- Prior art keywords
- support plate
- cast
- floor support
- plate template
- rigid sealing
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 59
- 239000010959 steel Substances 0.000 title claims abstract description 59
- 239000007788 liquid Substances 0.000 title claims abstract description 6
- 238000010276 construction Methods 0.000 title claims description 11
- 238000007789 sealing Methods 0.000 claims abstract description 43
- 238000009415 formwork Methods 0.000 claims abstract description 13
- 239000002002 slurry Substances 0.000 claims abstract description 12
- 238000011065 in-situ storage Methods 0.000 claims abstract description 9
- 230000002265 prevention Effects 0.000 claims abstract description 9
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 62
- 229910052742 iron Inorganic materials 0.000 claims description 31
- 239000000853 adhesive Substances 0.000 claims description 4
- 230000001070 adhesive effect Effects 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims description 4
- 238000000034 method Methods 0.000 abstract description 6
- 238000009434 installation Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000010030 laminating Methods 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses a slurry leakage preventing structure of an assembled steel structure house cast-in-situ slab, which comprises a formwork support, steel beams and a floor support plate template, wherein the steel beams and the floor support plate template are supported and fixed between walls through the formwork support, a rigid sealing piece is arranged between the floor support plate template and the steel beams, and a seam between the floor support plate template and the steel beams is subjected to leakage prevention sealing through the rigid sealing piece. Can solve girder steel and building carrier plate and appear leaking the problem of thick liquid at pouring the in-process, make and pour the back clearance degree of difficulty end, practical convenient and efficient, both sides face roughness is high about the building carrier plate.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a slurry leakage preventing structure of an assembled steel structure house cast-in-situ slab.
Background
At present, in the steel structure house hidden frame assembly type steel structure house, because the seam between girder steel and building carrier plate template position is not tight problem, often causes the problem that the seam position leaks thick liquid to lead to girder steel and building carrier plate after pouring, all need clear up protruding top surface that the seam department congeals and the floor panel of next floor each time, when intensity of labour is big, the clearance degree of difficulty is still high, influences construction environment and construction progress moreover.
Disclosure of Invention
In order to solve certain or some technical problems in the prior art, the application aims to provide the slurry leakage preventing structure of the cast-in-situ slab of the fabricated steel structure house, which can solve the problem of slurry leakage in the pouring process of steel beams and floor support slabs, and is convenient to use, high in efficiency and practical, and the flatness of the upper side surface and the lower side surface of the floor support slabs is high.
In order to solve the prior art problems, the application adopts the following technical scheme:
The utility model provides an assembled steel construction house cast-in-place board leak protection thick liquid structure, includes the formwork support, through the girder steel and the building carrier plate template of formwork support fixing between the wall body, the building carrier plate template with be equipped with the rigidity sealing piece between the girder steel, the building carrier plate template with the piece between the girder steel passes through the rigidity sealing piece seals in a leak protection.
Preferably, the rigid sealing sheet is a galvanized iron sheet with the thickness of 0.2mm, and the galvanized iron sheet is respectively paved on the floor support plate template and the steel beam by taking the central line as a symmetrical line.
Preferably, the rigid sealing plate is a strip-shaped structure with the width of 7-10 mm.
Preferably, the rigid sealing piece and the floor support plate template are fixed through iron nails.
Preferably, the rigid sealing piece and the steel beam are fixed by electric welding.
Preferably, a flexible magnetic sheet with the width of 2-5 cm is arranged on the top surface of one side of each floor support plate template, and one side of the rigid sealing sheet is adsorbed on the floor support plate template through the flexible magnetic sheet.
Preferably, the flexible magnetic sheet on the floor support plate template is in an L-shaped arrangement, and the flexible magnetic sheet is fixed with the floor support plate template through an adhesive or iron nails.
Compared with the prior art, the utility model has the beneficial effects that:
The rigid sealing piece is adopted to seal the floor carrier plate template and the steel beam in a contact way, the rigidity is better, the laminating degree is higher, even if gaps exist, the compaction sealing can be carried out through the dead weight of concrete, so that mortar in the pouring process can not drop downwards from the joint, the problem of leakage caused by the fact that the joint is not tight between the steel beam and the floor carrier plate template is effectively solved, the steel beam and the floor carrier plate are not required to be removed and cleaned after pouring, the cleaning of leakage to the ground at the lower layer is not required, the labor intensity is lower, the construction environment is better, and the construction progress is faster.
Drawings
FIG. 1 is a top view of the present utility model;
FIG. 2 is a partial view of the utility model taken along line A-A;
FIG. 3 is a plan view showing a state in which a rigid sealing sheet is adsorbed by a flexible magnetic sheet in the present utility model;
FIG. 4 is a partial side view of the rigid sealing plate of the present utility model secured simultaneously by the flexible magnetic sheet and the iron nail;
In the figure: 1. a steel beam; 2. a rigid sealing sheet; 3. floor support plate templates; 4. iron nails; 5. a formwork support; 6. a flexible magnetic sheet.
Detailed Description
The present application will be further described with reference to the accompanying drawings and detailed description, wherein it is to be understood that, on the premise of no conflict, the following embodiments or technical features may be arbitrarily combined to form new embodiments.
In the description of the present application, it should be understood that the directions or positional relationships indicated by the terms "upper", "lower", "left", "right", etc. are based on the directions or positional relationships shown in the drawings, are merely for convenience of description and simplification of the description, and do not indicate or imply that the apparatus or element in question must have a specific orientation, be constructed and operated in a specific orientation, and thus should not be construed as limiting the present application.
The terms "first," "second," and the like in this specification are used for distinguishing between similar objects and not necessarily for describing a particular sequential or chronological order. It is to be understood that the data so used may be interchanged, as appropriate, such that embodiments of the present application may be implemented in sequences other than those illustrated or described herein, and that the objects identified by "first," "second," etc. are generally of a type, and are not limited to the number of objects, such as the first object may be one or more. Furthermore, in the description and claims, "and/or" means at least one of the connected objects, and the character "/", generally means that the associated object is an "or" relationship.
Example 1:
As shown in fig. 1-2, the slurry leakage preventing structure of the cast-in-situ slab of the fabricated steel structure house comprises a formwork support 5, a steel beam 1 and a floor support slab template 3, wherein the steel beam 1 and the floor support slab template 3 are supported and fixed between walls through the formwork support 5, a rigid sealing piece 2 is arranged between the floor support slab template 3 and the steel beam 1, and a seam between the floor support slab template 3 and the steel beam 1 is subjected to leakage prevention sealing through the rigid sealing piece 2;
When the preparation before pouring is carried out on the steel beam 1 and the floor support plate, after the supporting die frame 5 is built and the steel beam 1 and the floor support plate template 3 are fixed, the rigid sealing piece 2 is paved on the seam between the floor support plate template 3 and the steel beam 1 and is fixed, thereby the seam between the floor support plate template 3 and the steel beam 1 is sealed through the rigid sealing piece 2, and when pouring is carried out again, the rigid sealing piece 2 is adopted to carry out contact sealing on the floor support plate template 3 and the steel beam 1, the rigidity is better, the bonding degree is higher, even if gaps exist, the compression sealing can be carried out through the dead weight of concrete, so that mortar in the pouring process can not drop downwards from the seam, the problem of leakage slurry caused by the fact that the seam is not tight is solved between the steel beam 1 and the floor support plate template 3 is effectively solved, the steel beam 1 and the floor support plate do not need to be removed and cleaned after pouring, the lower floor is also not needed to be cleaned, the construction environment is better, and the construction progress is faster.
The rigid sealing piece 2 is a galvanized iron sheet with the thickness of 0.2mm, and the galvanized iron sheet is respectively paved on the floor support plate template 3 and the steel beam 1 by taking the central line as a symmetrical line; the rigid sealing piece 2 is of a strip-shaped structure with the width of 7-10 mm.
The rigid sealing piece 2 adopts galvanized iron sheets with the strip-shaped structure with the thickness of 0.2mm and the width of 7-10mm, the cutting is more convenient, the laying and the fixing are more convenient, the cost is lower, the corrosion resistance is better, and when the galvanized iron sheets are laid, half of the galvanized iron sheets are covered on the floor carrier plate template 3, and the other half of the galvanized iron sheets are covered on the steel beam 1.
When concrete pouring, because the dead weight of the concrete presses the galvanized iron sheet, the galvanized iron sheet can be attached to the supporting surface of the floor support plate template 3 and the steel beam 1 through the dead weight of the concrete, so that the galvanized iron sheet is tightly attached to the steel beam 1, and the concrete pouring device has a good effect on leakage prevention. During installation, care should be taken to ensure that the rigid sealing piece 2 is attached to the steel beam 1, so that the galvanized iron sheet is prevented from being lifted.
Example 2:
Further modified from embodiment 1, the rigid sealing plate 2 and the floor support plate template 3 are fixed by iron nails 4.
In order to avoid displacement phenomenon of the rigid sealing piece 2 in the pouring process, the rigid sealing piece 2 on the floor support plate template 3 is fixed through the iron nails 4, so that the problems are avoided, the laminating performance of the rigid sealing piece 2 is guaranteed, and the operation difficulty is simple.
In a further improvement, the rigid sealing piece 2 and the steel beam 1 are fixed by electric welding.
Because the dead weight of concrete is generally adopted between the rigid sealing piece 2 and the steel beam 1 to realize sealing, the installation difficulty is lower, the operation is more convenient, but when the galvanized iron sheet on the steel beam 1 is tilted, the galvanized iron sheet and the steel beam 1 can be welded and fixed in an electric welding mode, so that the sealing effect is ensured.
Example 3:
Further modified from embodiment 1 or embodiment 2, as shown in fig. 3 and 4, a flexible magnetic sheet 6 with a width of 2-5 cm is provided on the top surface of one side of each floor support plate template 3, and one side of the rigid sealing sheet 2 is adsorbed on the floor support plate template 3 through the flexible magnetic sheet 6.
Because displacement phenomenon easily appears in the galvanized iron sheet in the placing process, and the iron nails 4 are adopted for fixing and the construction strength is easy to increase, therefore, when the floor carrier plate template 3 is produced, the flexible magnetic sheet 6 with the width of 2-5 cm is embedded and installed on the top surface of one side of each floor carrier plate template 3, when the floor carrier plate template 3 is assembled, one side of the floor carrier plate template 3 with the flexible magnetic sheet 6 is attached to one side of the steel beam 1, and when the galvanized iron sheet is placed, the galvanized iron sheet can be adsorbed on the floor carrier plate template 3 through the flexible magnetic sheet 6, so that the attaching effect of one side of the whole galvanized iron sheet is ensured, the installation stability is ensured, the installation is more convenient and quick, the attaching degree of the other side is higher, the floor carrier plate template 3 can be repeatedly used, and the cost is lower.
Further improved, the flexible magnetic sheet 6 on the floor support plate template 3 is in an L-shaped arrangement, and the flexible magnetic sheet 6 and the floor support plate template 3 are fixed through an adhesive or iron nails 4.
Each floor carrier plate template 3 is provided with an L-shaped flexible magnetic sheet 6, so that the flexibility is higher during assembly, the processing cost for the floor carrier plate template 3 is lower, the flexible magnetic sheet 6 and the floor carrier plate template 3 are fixed through an adhesive or iron nails 4, and the fixing mode is simpler.
The above embodiments are only preferred embodiments of the present application, and the scope of the present application is not limited thereto, but any insubstantial changes and substitutions made by those skilled in the art on the basis of the present application are intended to be within the scope of the present application as claimed.
Claims (7)
1. The utility model provides an assembled steel construction house cast-in-place board leak protection thick liquid structure which characterized in that: the building support plate formwork comprises a formwork support frame (5), a steel beam (1) and a building support plate formwork (3) which are fixed between walls through the formwork support frame (5), a rigid sealing piece (2) is arranged between the building support plate formwork (3) and the steel beam (1), and a joint between the building support plate formwork (3) and the steel beam (1) is sealed in a leak-proof mode through the rigid sealing piece (2).
2. The slurry leakage prevention structure of the cast-in-situ slab of the fabricated steel structure house as claimed in claim 1, wherein: the rigid sealing piece (2) is a galvanized iron sheet with the thickness of 0.2mm, and the galvanized iron sheet is respectively paved on the floor support plate template (3) and the steel beam (1) by taking the central line as a symmetrical line.
3. The slurry leakage prevention structure of the cast-in-situ slab of the fabricated steel structure house as claimed in claim 2, wherein: the rigid sealing piece (2) is of a strip-shaped structure with the width of 7-10 mm.
4. A fabricated steel structure residential cast-in-place slab slurry leakage prevention structure as claimed in claim 3, wherein: the rigid sealing piece (2) and the floor support plate template (3) are fixed through iron nails (4).
5. The slurry leakage prevention structure of the cast-in-situ slab of the fabricated steel structure house as claimed in claim 1, wherein: and the rigid sealing piece (2) and the steel beam (1) are fixed by electric welding.
6. The slurry leakage prevention structure of the cast-in-situ slab of the fabricated steel structure house according to any one of claims 1 to 5, wherein: a flexible magnetic sheet (6) with the width of 2-5 cm is arranged on the top surface of one side of each floor support plate template (3), and one side of each rigid sealing sheet (2) is adsorbed on the floor support plate template (3) through the flexible magnetic sheet (6).
7. The slurry leakage prevention structure of the cast-in-situ slab of the fabricated steel structure house as claimed in claim 6, wherein: the flexible magnetic sheet (6) on the floor support plate template (3) is L-shaped, and the flexible magnetic sheet (6) and the floor support plate template (3) are fixed through an adhesive or iron nails (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322323781.5U CN220868796U (en) | 2023-08-28 | 2023-08-28 | Cast-in-place board leak protection thick liquid structure of assembled steel construction house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322323781.5U CN220868796U (en) | 2023-08-28 | 2023-08-28 | Cast-in-place board leak protection thick liquid structure of assembled steel construction house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220868796U true CN220868796U (en) | 2024-04-30 |
Family
ID=90806211
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322323781.5U Active CN220868796U (en) | 2023-08-28 | 2023-08-28 | Cast-in-place board leak protection thick liquid structure of assembled steel construction house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220868796U (en) |
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2023
- 2023-08-28 CN CN202322323781.5U patent/CN220868796U/en active Active
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