CN212248342U - Building indoor and outdoor elevation difference retaining wall structure - Google Patents
Building indoor and outdoor elevation difference retaining wall structure Download PDFInfo
- Publication number
- CN212248342U CN212248342U CN202020360468.2U CN202020360468U CN212248342U CN 212248342 U CN212248342 U CN 212248342U CN 202020360468 U CN202020360468 U CN 202020360468U CN 212248342 U CN212248342 U CN 212248342U
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- Prior art keywords
- steel bar
- stressed steel
- vertical
- vertical stressed
- top plate
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 79
- 239000010959 steel Substances 0.000 claims abstract description 79
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 36
- 239000000463 material Substances 0.000 claims description 6
- 239000003822 epoxy resin Substances 0.000 claims description 3
- 229920000647 polyepoxide Polymers 0.000 claims description 3
- 239000002689 soil Substances 0.000 description 10
- 239000011449 brick Substances 0.000 description 6
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 239000007787 solid Substances 0.000 description 3
- 229910052742 iron Inorganic materials 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000004308 accommodation Effects 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000004814 polyurethane Substances 0.000 description 1
- 229920002635 polyurethane Polymers 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
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- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The utility model discloses a building indoor and outdoor elevation difference retaining wall structure, which comprises a shear wall, vertical stress steel bars and distribution steel bars; one side of the shear wall extends to form a first top plate positioned indoors, and the other side of the shear wall extends to form a second top plate positioned outdoors; one end of a vertical stressed steel bar is arranged on the shear wall, the other end of the vertical stressed steel bar protrudes out of the first top plate and is perpendicular to the first top plate, the vertical stressed steel bar comprises a first vertical stressed steel bar and a second vertical stressed steel bar, an accommodating space for accommodating concrete is formed between the first vertical stressed steel bar and the second vertical stressed steel bar, and after the concrete is arranged in the accommodating space, a waterproof layer is arranged on one side, close to the second top plate, of the concrete; first vertical atress reinforcing bar is connected to distribution reinforcing bar one end, and the vertical atress reinforcing bar of second is connected to the distribution reinforcing bar other end. Therefore, the utility model discloses simple structure and firm, simultaneously, can be effectively waterproof and dampproofing.
Description
Technical Field
The utility model relates to a building structure technical field, in particular to building indoor outer difference in height retaining wall structure.
Background
At present, high-rise houses are generally provided with earthing soil with certain thickness indoors and outdoors in main buildings of the high-rise houses due to the requirements of pipeline arrangement and landscape planting, in order to prevent outdoor rainwater from entering indoors, the thickness of the outdoor earthing soil is generally set to be 150mm lower than that of the indoor earthing soil, so that height difference exists indoors and outdoors, and meanwhile, due to the fact that earthing soil is set, earthing soil piling time is inconsistent, a retaining wall is generally required to be arranged at a junction between the indoor and the outdoor.
Traditional high-rise retaining wall generally adopts to build solid brick by laying bricks or stones and does retaining wall, however, builds solid brick thickness by laying bricks or stones and generally than thicker, and the quality is bigger, and when building solid brick and do retaining wall by laying bricks or stones, bottom dampproofing and waterproofing effect is not good, and traditional high-rise retaining wall still has the structure comparatively complicacy, and the insecure problem of structure.
SUMMERY OF THE UTILITY MODEL
The present invention aims at solving at least one of the technical problems in the above-mentioned technology to a certain extent. Therefore, the utility model aims to provide an indoor outer difference in height retaining wall structure of building, its simple structure and firm, simultaneously, can be effectively waterproof and dampproofing.
In order to achieve the purpose, the embodiment of the utility model provides a building indoor and outdoor elevation difference retaining wall structure, which comprises a shear wall, vertical stress steel bars and distribution steel bars;
one side of the shear wall extends to form a first top plate positioned indoors, the other side of the shear wall extends to form a second top plate positioned outdoors, and the height of the second top plate is lower than that of the first top plate;
one end of a vertical stressed steel bar is arranged on the shear wall, the other end of the vertical stressed steel bar protrudes out of the first top plate and is perpendicular to the first top plate, the vertical stressed steel bar comprises a first vertical stressed steel bar and a second vertical stressed steel bar, an accommodating space for accommodating concrete is formed between the first vertical stressed steel bar and the second vertical stressed steel bar, and after the concrete is arranged in the accommodating space, a waterproof layer is arranged on one side, close to the second top plate, of the concrete;
first vertical atress reinforcing bar is connected to distribution reinforcing bar one end, and the vertical atress reinforcing bar of second is connected to the distribution reinforcing bar other end, and the quantity of distribution reinforcing bar is a set of at least, and every group distribution reinforcing bar includes first distribution reinforcing bar and second distribution reinforcing bar, and first distribution reinforcing bar and second distribution reinforcing bar intercrossing sets up.
According to the retaining wall structure with the indoor and outdoor height difference of the building, when the covering soil is arranged, the covering soil is covered on the first top plate, then the covering soil is covered on the second top plate, so that the height of the covering soil on the first top plate is higher than that of the covering soil on the second top plate, the structure is simpler because the retaining wall structure comprises the shear wall, the vertical stress steel bars and the distribution steel bars, because one end of the vertical stress steel bar is arranged on the shear wall, one end of the distribution steel bar is connected with the first vertical stress steel bar, and the other end of the distribution steel bar is connected with the second vertical stress steel bar, the structure is firmer, meanwhile, because a containing space for containing concrete is formed between the first vertical stress steel bar and the second vertical stress steel bar, when in use, the concrete is placed in the containing space, so that the retaining wall is formed, because the concrete is used for the retaining wall, and after the accommodation space was arranged in to the concrete, one side that the concrete was close to the second roof set up the waterproof layer for can effectively be waterproof and dampproofing. Therefore, the utility model discloses simple structure and firm, simultaneously, can be effectively waterproof and dampproofing.
In addition, according to the utility model discloses an indoor outer difference in height retaining wall structure of building that above-mentioned embodiment provided can also have following additional technical characteristics:
furthermore, one end, far away from the shear wall, of the first vertical stressed steel bar is bent by ninety degrees towards the direction of the second vertical stressed steel bar, one end, far away from the shear wall, of the second vertical stressed steel bar is bent by ninety degrees towards the direction of the first vertical stressed steel bar, and the end part of the second vertical stressed steel bar is abutted against the first vertical stressed steel bar.
Further, the distance between the first vertical stressed steel bar and the second vertical stressed steel bar is at least 200 mm.
Further, the waterproof layer is composed of an epoxy resin grouting material.
Drawings
Fig. 1 is the utility model discloses the indoor outer difference in height retaining wall structure's of building structural schematic diagram.
Description of the reference symbols
Shear wall 1 first top plate 11
Second top plate 12 vertical stress steel bar 2
First vertical stressed steel bar 21 and second vertical stressed steel bar 22
Accommodating space 23 for distributing reinforcing steel bars 3
And a waterproof layer 4.
Detailed Description
Reference will now be made in detail to embodiments of the present invention, examples of which are illustrated in the accompanying drawings, wherein like reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the drawings are exemplary and intended to be used for explaining the present invention, and should not be construed as limiting the present invention.
As shown in fig. 1, the retaining wall structure for building indoor and outdoor elevation difference according to the embodiment of the present invention includes a shear wall 1, vertical force-bearing reinforcing bars 2 and distribution reinforcing bars 3; one side of the shear wall 1 extends to form a first top plate 11 positioned indoors, the other side of the shear wall 1 extends to form a second top plate 12 positioned outdoors, and the height of the second top plate 12 is lower than that of the first top plate 11; one end of a vertical stressed steel bar 2 is arranged on the shear wall 1, the other end of the vertical stressed steel bar 2 protrudes out of the first top plate 11 and is perpendicular to the first top plate 11, the vertical stressed steel bar 2 comprises a first vertical stressed steel bar 21 and a second vertical stressed steel bar 22, an accommodating space 23 for accommodating concrete is formed between the first vertical stressed steel bar 21 and the second vertical stressed steel bar 22, and after the concrete is arranged in the accommodating space 23, a waterproof layer 4 is arranged on one side, close to the second top plate 12, of the concrete; first vertical atress reinforcing bar 21 is connected to 3 one ends of distribution reinforcing bar, and the vertical atress reinforcing bar 22 of second is connected to the 3 other ends of distribution reinforcing bar, and the quantity of distribution reinforcing bar 3 is a set of at least, and every group distribution reinforcing bar 3 includes first distribution reinforcing bar 31 and second distribution reinforcing bar 32, and first distribution reinforcing bar 31 and second distribution reinforcing bar 32 are crisscross the setting each other.
In this example, as shown in fig. 1, the number of the distributed rebars 3 is set as a set, the distributed rebars 3 can be connected to the vertical stressed rebars 2 by iron wires, and meanwhile, the crossing portions of the first distributed rebars 31 and the second distributed rebars 32 crossing each other can also be connected by iron wires, so that the overall structure is firm.
When the earth covering is arranged, the earth covering is covered on the first top plate 11, then the earth covering is covered on the second top plate 12, so that the height of the earth covering on the first top plate 11 is higher than that of the earth covering on the second top plate 12, the structure of the retaining wall is simpler as the retaining wall structure comprises the shear wall 1, the vertical stress steel bars 2 and the distribution steel bars 3, one end of each vertical stress steel bar 2 is arranged on the shear wall 1, one end of each distribution steel bar 3 is connected with the first vertical stress steel bar 21, the other end of each distribution steel bar 3 is connected with the second vertical stress steel bar 22, so that the structure is firmer, meanwhile, as the accommodating space 23 for accommodating the concrete is formed between the first vertical stress steel bar 21 and the second vertical stress steel bar 22, when in use, the concrete is placed in the accommodating space 23 to form the retaining wall, and the retaining wall uses the concrete and is placed in the accommodating space 23, the waterproof layer 4 is provided on the side of the concrete close to the second top plate 12, so that effective water and moisture resistance can be achieved. Therefore, the utility model discloses simple structure and firm, simultaneously, can be effectively waterproof and dampproofing.
In some examples, the end of the first vertical force-bearing steel bar 21 away from the shear wall 1 is bent ninety degrees in the direction of the second vertical force-bearing steel bar 22, the end of the second vertical force-bearing steel bar 22 away from the shear wall 1 is bent ninety degrees in the direction of the first vertical force-bearing steel bar 21, the end portion of the second vertical force-bearing steel bar 22 abuts against the first vertical force-bearing steel bar 21, and the firmness is further increased. The distance between the first vertical stressed steel bar 21 and the second vertical stressed steel bar 22 may be 200 mm.
In some examples, the waterproof layer 4 is composed of an epoxy resin grouting material, which can be effectively waterproof and moisture-proof after a polyurethane grouting material is disposed at a side portion of concrete.
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise" and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and to simplify the description, but do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the present invention.
Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless specifically limited otherwise.
In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "connected," and "fixed" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.
In the present disclosure, unless expressly stated or limited otherwise, the first feature "on" or "under" the second feature may comprise direct contact between the first and second features, or may comprise contact between the first and second features not directly. Also, the first feature being "on," "above" and "over" the second feature includes the first feature being directly on and obliquely above the second feature, or merely indicating that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature includes the first feature being directly under and obliquely below the second feature, or simply meaning that the first feature is at a lesser elevation than the second feature.
In the description herein, references to the description of the term "one embodiment," "some embodiments," "an example," "a specific example," or "some examples," etc., mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above should not be understood to necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples. Furthermore, various embodiments or examples described in this specification can be combined and combined by those skilled in the art.
Although embodiments of the present invention have been shown and described, it is understood that the above embodiments are exemplary and should not be construed as limiting the present invention, and that variations, modifications, substitutions and alterations can be made to the above embodiments by those of ordinary skill in the art without departing from the scope of the present invention.
Claims (4)
1. The utility model provides an indoor outer difference in height retaining wall structure of building which characterized in that: the shear wall comprises a shear wall, vertical stressed steel bars and distribution steel bars;
one side of the shear wall extends to form a first top plate positioned indoors, the other side of the shear wall extends to form a second top plate positioned outdoors, and the height of the second top plate is lower than that of the first top plate;
one end of a vertical stressed steel bar is arranged on the shear wall, the other end of the vertical stressed steel bar protrudes out of the first top plate and is perpendicular to the first top plate, the vertical stressed steel bar comprises a first vertical stressed steel bar and a second vertical stressed steel bar, an accommodating space for accommodating concrete is formed between the first vertical stressed steel bar and the second vertical stressed steel bar, and after the concrete is arranged in the accommodating space, a waterproof layer is arranged on one side, close to the second top plate, of the concrete;
first vertical atress reinforcing bar is connected to distribution reinforcing bar one end, and the vertical atress reinforcing bar of second is connected to the distribution reinforcing bar other end, and the quantity of distribution reinforcing bar is a set of at least, and every group distribution reinforcing bar includes first distribution reinforcing bar and second distribution reinforcing bar, and first distribution reinforcing bar and second distribution reinforcing bar intercrossing sets up.
2. The building indoor and outdoor differential retaining wall structure of claim 1, wherein: one end, far away from the shear wall, of the first vertical stressed steel bar is bent to the direction of the second vertical stressed steel bar by ninety degrees, one end, far away from the shear wall, of the second vertical stressed steel bar is bent to the direction of the first vertical stressed steel bar by ninety degrees, and the end part of the second vertical stressed steel bar is abutted against the first vertical stressed steel bar.
3. The building indoor and outdoor differential retaining wall structure of claim 2, wherein: the distance between the first vertical stressed steel bar and the second vertical stressed steel bar is at least 200 mm.
4. The building indoor and outdoor differential retaining wall structure of claim 1, wherein: the waterproof layer is made of epoxy resin grouting material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020360468.2U CN212248342U (en) | 2020-03-20 | 2020-03-20 | Building indoor and outdoor elevation difference retaining wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020360468.2U CN212248342U (en) | 2020-03-20 | 2020-03-20 | Building indoor and outdoor elevation difference retaining wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212248342U true CN212248342U (en) | 2020-12-29 |
Family
ID=73986610
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020360468.2U Expired - Fee Related CN212248342U (en) | 2020-03-20 | 2020-03-20 | Building indoor and outdoor elevation difference retaining wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212248342U (en) |
-
2020
- 2020-03-20 CN CN202020360468.2U patent/CN212248342U/en not_active Expired - Fee Related
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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: 20201229 |
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| CF01 | Termination of patent right due to non-payment of annual fee |