CN214941160U - Anti-bank structure of building - Google Patents
Anti-bank structure of building Download PDFInfo
- Publication number
- CN214941160U CN214941160U CN202121436869.2U CN202121436869U CN214941160U CN 214941160 U CN214941160 U CN 214941160U CN 202121436869 U CN202121436869 U CN 202121436869U CN 214941160 U CN214941160 U CN 214941160U
- Authority
- CN
- China
- Prior art keywords
- bank
- stagnant water
- water board
- main wall
- wall body
- 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.)
- Expired - Fee Related
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 36
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 22
- 239000010959 steel Substances 0.000 claims abstract description 22
- 238000003466 welding Methods 0.000 claims abstract description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 3
- 210000003205 muscle Anatomy 0.000 abstract description 6
- 230000008878 coupling Effects 0.000 abstract 1
- 238000010168 coupling process Methods 0.000 abstract 1
- 238000005859 coupling reaction Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
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Abstract
The utility model provides a construct anti-bank structure, including anti-bank, floor and main wall body, anti-bank inside is equipped with the stagnant water board, and the stagnant water board at anti-bank and main wall body coupling position stretches into main wall body, and the stagnant water board lower extreme is equipped with a plurality of fixed steel bars, and fixed steel bar and stagnant water board are perpendicular and through mid point and stagnant water board welding, and the floor up end is equipped with the face and leads to long muscle, and fixed steel bar leads to long muscle bound connection with the face. The utility model provides a reverse bank waterproof ability has also solved the skew problem of stagnant water board in the work progress, has also promoted the joint strength of reverse bank and floor.
Description
Technical Field
The utility model discloses construction technical field, concretely relates to anti-bank structure of building.
Background
In the field of building construction, anti-sills must be arranged in a plurality of building structures to prevent water from flowing into a room and pouring the water and structural concrete simultaneously, namely flashing or turning over the water. The traditional manufacturing method of the inverted ridge comprises the steps of planning the position of the inverted ridge according to a building structure, manufacturing a corresponding template on the inverted ridge, pouring concrete into the template, integrally pouring the concrete and the main body structure for forming, and removing a mold after maintenance is finished.
SUMMERY OF THE UTILITY MODEL
In order to solve the problem, the utility model provides a construct anti-bank structure.
The utility model provides a construct anti-bank structure, is including anti-bank, floor and main wall body, and anti-bank is inside to be equipped with the stagnant water board, and the stagnant water board at anti-bank and main wall body connected position stretches into main wall body, and the stagnant water board lower extreme is equipped with a plurality of fixed steel bars, and fixed steel bar and stagnant water board are perpendicular and just weld through midpoint and stagnant water board, and the floor up end is equipped with the face and leads to long muscle, fixed steel bar and face lead to long muscle fixed connection.
Preferably, the fixed steel bars are bound and connected with the plate surface through long steel bars.
Preferably, the length of the water stop plate extending into the main wall body is 50 mm.
Preferably, the water stop plate has a width of 50mm and a thickness of 2 mm.
Preferably, the fixed steel bar is a phi 6 steel bar with the length of 150 mm.
Preferably, the inverse weir thickness is 200 mm.
Preferably, 2 plate-surface through long ribs are spaced between adjacent fixed reinforcing steel bars at most.
The utility model provides a reverse bank waterproof ability has also solved the skew problem of stagnant water board in the work progress, has also promoted the joint strength of reverse bank and floor.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings.
FIG. 1 is a schematic view of the overall structure of the present invention
FIG. 2 is a schematic view of the welding of the water stop plate of the present invention
FIG. 3 is an enlarged view of part A of FIG. 1 according to the present invention
FIG. 4 is a schematic view of the connection between the reverse ridge and the floor slab of the present invention
Shown in the figure: 1-reverse bank; 2-a floor slab; 3-main wall body; 4-water stop plate; 5-fixing the steel bars; 6-the surface of the board is provided with long ribs.
Detailed Description
The following description is provided for illustrative purposes, and other advantages and features of the present invention will become apparent to those skilled in the art from the following detailed description.
It should be understood that the drawings of the present application are only used to match the contents disclosed in the specification, so as to be known and read by those skilled in the art, and not to limit the practical limitations of the present invention, so that the present application does not have any technical significance, and any modification of the structure, change of the ratio relationship, or adjustment of the size should still fall within the scope of the present application without affecting the function and the achievable purpose of the present application. Meanwhile, the terms such as "upper", "lower", "left", "right", "middle", and the like used in the present specification are for convenience of description, and are not intended to limit the scope of the present invention, and changes or adjustments of the relative relationship thereof may be considered as the scope of the present invention without substantial changes in the technical content.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "connected" and "connected" are to be interpreted broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; may be directly connected or indirectly connected through an intermediate. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
As shown in fig. 1 to 4, anti-bank structure of building, including anti-bank 1, floor 2 and main wall 3, the inside of anti-bank 1 is equipped with stagnant water board 4, and the stagnant water board 4 at anti-bank 1 and the main wall 3 junction stretches into main wall 3, and 4 lower extremes of stagnant water board are equipped with a plurality of fixed steel bars 5, and fixed steel bar 5 is perpendicular with stagnant water board 4, and fixed steel bar 5 passes through the midpoint and welds with stagnant water board 4, and 2 up end of floor is equipped with face logical elongated rib 6, and fixed steel bar 5 leads to 6 fixed connection with the face logical elongated rib. During the construction, stretch into main wall body 3 earlier with stagnant water board 4 in, through fixed steel bar 5 and the through long muscle 6 fixed connection of face, can adopt general means to connect, for example welding, bolt fastening etc. then set up the template, pour.
Furthermore, fixed reinforcing bar 5 is connected with 6 ligatures of the through long muscle of face, reduces the construction degree of difficulty, promotes construction speed.
Further, the length of the water stop plate 4 extending into the main wall 3 is 50 mm.
Further, the width of the water stop plate 4 is 50mm, and the thickness thereof is 2 mm.
Further, the fixed rebar 5 is a Φ 6 rebar of 150mm in length.
Further, the thickness of the flip chip 1 is 200 mm.
Furthermore, 2 plate surfaces at most are spaced between adjacent fixed reinforcing steel bars 5 to form through long ribs 6, so that the fixing effect of the water stop plate 4 is ensured.
It is to be noted that the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
The protection scope of the present invention is not limited to the technical solution disclosed in the specific embodiment, and all the modifications, equivalent replacements, improvements, etc. made by the technical entity of the present invention to the above embodiments all fall into the protection scope of the present invention.
Claims (7)
1. The utility model provides a construct anti-bank structure, includes anti-bank (1), floor (2) and main wall body (3), its characterized in that: anti-bank (1) inside stagnant water board (4) that is equipped with, the stagnant water board (4) of anti-bank (1) and main wall body (3) connection position stretch into main wall body (3), and stagnant water board (4) lower extreme is equipped with a plurality of fixed steel bars (5), and fixed steel bar (5) are perpendicular just through mid point and stagnant water board (4) welding with stagnant water board (4), floor (2) up end is equipped with face logical long rib (6), and fixed steel bar (5) lead to long rib (6) fixed connection with the face.
2. The building sill structure of claim 1, wherein: the fixed steel bars (5) are connected with the plate through long bars (6) in a binding manner.
3. The building sill structure of claim 2, wherein: the length of the water stop plate (4) extending into the main wall body (3) is 50 mm.
4. The building sill structure of claim 3, wherein: the width of the water stop plate (4) is 50mm, and the thickness of the water stop plate is 2 mm.
5. The building sill structure of claim 4, wherein: the fixed steel bars (5) are phi 6 steel bars with the length of 150 mm.
6. The building sill structure of claim 5, wherein: the thickness of the reversed bank (1) is 200 mm.
7. The building sill structure of claim 6, wherein: 2 plate surface through long ribs (6) are arranged between the adjacent fixed reinforcing steel bars (5) at intervals at most.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202121436869.2U CN214941160U (en) | 2021-06-28 | 2021-06-28 | Anti-bank structure of building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202121436869.2U CN214941160U (en) | 2021-06-28 | 2021-06-28 | Anti-bank structure of building |
Publications (1)
Publication Number | Publication Date |
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CN214941160U true CN214941160U (en) | 2021-11-30 |
Family
ID=79078253
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202121436869.2U Expired - Fee Related CN214941160U (en) | 2021-06-28 | 2021-06-28 | Anti-bank structure of building |
Country Status (1)
Country | Link |
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CN (1) | CN214941160U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115288435A (en) * | 2022-08-04 | 2022-11-04 | 湖南航天建筑工程有限公司 | Reverse ridge construction method for preventing water seepage of construction joint of shear wall |
-
2021
- 2021-06-28 CN CN202121436869.2U patent/CN214941160U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115288435A (en) * | 2022-08-04 | 2022-11-04 | 湖南航天建筑工程有限公司 | Reverse ridge construction method for preventing water seepage of construction joint of shear wall |
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Legal Events
Date | Code | Title | Description |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20211130 |
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CF01 | Termination of patent right due to non-payment of annual fee |