CN220868428U - Implicit frame steel construction with anti-bank antiseep - Google Patents
Implicit frame steel construction with anti-bank antiseep Download PDFInfo
- Publication number
- CN220868428U CN220868428U CN202322323772.6U CN202322323772U CN220868428U CN 220868428 U CN220868428 U CN 220868428U CN 202322323772 U CN202322323772 U CN 202322323772U CN 220868428 U CN220868428 U CN 220868428U
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- China
- Prior art keywords
- steel
- water
- steel plate
- beam slab
- sill
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 85
- 239000010959 steel Substances 0.000 title claims abstract description 85
- 238000010276 construction Methods 0.000 title claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 24
- 239000002023 wood Substances 0.000 claims description 7
- 230000000694 effects Effects 0.000 claims description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 229910001335 Galvanized steel Inorganic materials 0.000 claims description 3
- 239000008397 galvanized steel Substances 0.000 claims description 3
- 238000007493 shaping process Methods 0.000 claims description 3
- 239000000463 material Substances 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 238000009415 formwork Methods 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 238000004026 adhesive bonding Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses an implicit frame steel structure with a reverse ridge for preventing leakage, which comprises box steel columns, supporting frames arranged between the box steel columns and beam plate steel bars arranged on the supporting frames, wherein water stop steel plates protruding upwards are arranged on the beam plate steel bars, and the contact part of a poured masonry flanging and the steel columns realizes the reverse ridge for preventing leakage through the water stop steel plates. Can effectively improve the anti-leakage capacity of the flanging part.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to an implicit frame steel structure with a reverse ridge for preventing seepage.
Background
At present, in steel construction house brickwork engineering, the very easy seepage of position that appears in kitchen, bathroom, shower's brickwork turn-ups and steel column contact, the main reason is that steel and concrete material's the deformation characteristic that is influenced by the temperature of being heated and stress are different leads to, consequently, need go out at brickwork turn-ups and steel column and ground contact surface and improve to solve the problem of seepage.
Disclosure of Invention
In order to solve certain or some technical problems in the prior art, the application aims to provide an implicit frame steel structure with anti-bank and anti-leakage functions, which can effectively improve the anti-leakage capacity of a flanging part.
In order to solve the prior art problems, the application adopts the following technical scheme:
An implicit frame steel construction with anti-bank antiseep, its characterized in that: including box steel column, establish support frame between the box steel column, establish beam slab reinforcing bar on the support frame, be equipped with the bellied stagnant water steel sheet that makes progress on the beam slab reinforcing bar, the brickwork turn-ups after the casting shaping pass through with steel column contact site the anti-bank antiseep effect is realized to stagnant water steel sheet.
Preferably, the water stop steel plate and the beam plate steel bar are welded and fixed.
Preferably, two ends of the water stop steel plate are welded at the center line position of the box steel column.
Preferably, the water stop steel plate is of a U-shaped structure.
Preferably, the water-stopping steel plate is a galvanized steel plate, the thickness of the water-stopping steel plate is 4mm, and the width of the water-stopping steel plate is 100-110 mm.
Preferably, a glued wood template is arranged between the beam slab steel bars and the supporting frame, and the bottom concrete of the beam slab steel bars is supported and fixed through the glued wood template.
Compared with the prior art, the utility model has the beneficial effects that:
After the beam slab is poured and formed, even if steel and concrete materials deform under the influence of heated temperature and stress to cause leakage, water entering through leakage can be blocked through the water-stopping steel plates, so that leakage can not occur from the contact part of the flange of the masonry and the steel column, the flange of the masonry, the beam slab and the beam column realize the anti-bank anti-leakage effect after pouring and forming, and the anti-leakage capacity of the flange part is effectively improved.
Drawings
FIG. 1 is a schematic top view of the present utility model;
FIG. 2 is a schematic view of the cross-sectional structure of FIG. 1 at A-A in accordance with the present utility model;
FIG. 3 is a schematic view of the cross-sectional structure of the utility model at B-B in FIG. 1;
In the figure: 1. a box steel column; 2. a water-stopping steel plate; 3. a support frame; 4. beam plate steel bars; 5. and (5) gluing the wood templates.
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.
As shown in fig. 1-3, an implicit frame steel structure with anti-bank anti-seepage function comprises box steel columns 1, supporting frames 3 arranged between the box steel columns 1, beam slab steel bars 4 arranged on the supporting frames 3, water stop steel plates 2 protruding upwards are arranged on the beam slab steel bars 4, and anti-bank anti-seepage effect is achieved at the contact positions of the flanges of the poured and formed masonry and the steel columns through the water stop steel plates 2.
In the construction process, before beam slab pouring, firstly, an upward protruding water stop steel plate 2 is added on a beam slab reinforcing steel bar 4, then pouring is carried out, after beam slab pouring molding, as a water stop steel plate 2 exists at the contact part of a masonry flange and a steel column, even if steel and concrete materials deform under the influence of heated temperature and stress to cause leakage, water entering through the leakage can be blocked through the water stop steel plate 2, the leakage of the part contacted with the steel column from the masonry flange does not occur, the effect of anti-bank anti-leakage is realized after the masonry flange, the beam slab and the beam column are poured molding, and the anti-leakage capacity of the flange part is effectively improved.
The water stop steel plate 2 and the beam plate steel bar 4 are welded and fixed; the two ends of the water stop steel plate 2 are welded at the center line position of the box steel column 1.
Adopt welded fastening between stagnant water steel sheet 2 and the beam slab reinforcing bar 4, the fastness is better, and stability is higher, and it is more convenient to install moreover, and especially the both ends welding of stagnant water steel sheet 2 is in box steel column 1's central line position, can effectually solve the brickwork turn-ups, the juncture between beam slab and the beam column and appear the seepage problem after pouring the shaping, the effect of the antiseep of the omnidirectional anti-bank, the effectual antiseep ability that improves all turn-ups positions.
Still further improve, the stagnant water steel sheet 2 is U type structure, and it adopts an organic whole structure, can be better waterproof.
In a further improvement, the water-stopping steel plate 2 is a galvanized steel plate, the thickness of the water-stopping steel plate 2 is 4mm, and the width of the water-stopping steel plate is 100-110 mm.
The firmness is higher, the waterproof depth is better, the steel plate is not easy to corrode, and the service life is longer.
The beam slab reinforcement structure is further improved in that a glued wood formwork 5 is arranged between the beam slab reinforcement 4 and the support frame 3, and the bottom concrete of the beam slab reinforcement 4 is supported and fixed through the glued wood formwork 5. Can effectively support and solidify the concrete.
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 (6)
1. An implicit frame steel construction with anti-bank antiseep, its characterized in that: including box steel column (1), establish support frame (3) between box steel column (1), establish beam slab reinforcing bar (4) on support frame (3), be equipped with on beam slab reinforcing bar (4) bellied stagnant water steel sheet (2) upwards, the brickwork turn-ups after the pouring shaping pass through with steel column contact site stagnant water steel sheet (2) realize anti-bank antiseep effect.
2. The hidden frame steel structure with anti-sill leakage protection of claim 1, wherein: and the water stop steel plate (2) and the beam plate steel bar (4) are welded and fixed.
3. The hidden frame steel structure with anti-sill leakage protection of claim 2, wherein: the two ends of the water stop steel plate (2) are welded at the center line position of the box steel column (1).
4. A hidden frame steel structure with anti-sill leakage as claimed in claim 3, wherein: the water stop steel plate (2) is of a U-shaped structure.
5. The hidden frame steel structure with anti-sill leakage protection of claim 1, wherein: the water-stopping steel plate (2) is a galvanized steel plate, the thickness of the water-stopping steel plate (2) is 4mm, and the width of the water-stopping steel plate is 100-110 mm.
6. The hidden frame steel structure with anti-sill leakage protection of claim 1, wherein: and a cementing wood template (5) is arranged between the beam slab steel bars (4) and the supporting frame (3), and the bottom concrete of the beam slab steel bars (4) is supported and fixed through the cementing wood template (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322323772.6U CN220868428U (en) | 2023-08-28 | 2023-08-28 | Implicit frame steel construction with anti-bank antiseep |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322323772.6U CN220868428U (en) | 2023-08-28 | 2023-08-28 | Implicit frame steel construction with anti-bank antiseep |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220868428U true CN220868428U (en) | 2024-04-30 |
Family
ID=90809126
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322323772.6U Active CN220868428U (en) | 2023-08-28 | 2023-08-28 | Implicit frame steel construction with anti-bank antiseep |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220868428U (en) |
-
2023
- 2023-08-28 CN CN202322323772.6U patent/CN220868428U/en active Active
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