CN218405543U - Building structure outside basement side wall - Google Patents
Building structure outside basement side wall Download PDFInfo
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- CN218405543U CN218405543U CN202222416198.4U CN202222416198U CN218405543U CN 218405543 U CN218405543 U CN 218405543U CN 202222416198 U CN202222416198 U CN 202222416198U CN 218405543 U CN218405543 U CN 218405543U
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- side wall
- backfill
- basement
- construction according
- upright post
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Abstract
The utility model discloses a building structure outside the side wall of a basement, which comprises a stand column, wherein the stand column is vertically arranged outside the side wall of the basement, the bottom of the stand column is provided with a bearing platform, the bearing platform is a step seat, and a cylinder is arranged above the bearing platform; a cross beam is arranged between the upright post and the basement side wall and arranged at the top of the upright post; a first-layer top plate is arranged on the top surface of the cross beam, and backfill is arranged on the lower side of the first-layer top plate; the backfill soil is arranged between the side wall of the basement and the stand column, and the top plate of the first layer is formed by pouring concrete and is constructed after the backfill soil is backfilled and tamped. The utility model provides a building structure, its is rational in infrastructure, and it is convenient to be under construction, sets up the support body and develops major structure's construction at the upside of stand, when the support body possesses the demolition condition, backfills the backfill between stand and the basement side wall again, carries out the construction of crossbeam upper portion first floor roof, effectively avoids the condition that the backfill construction is not in place, has guaranteed building engineering's construction quality.
Description
Technical Field
The utility model belongs to the technical field of building engineering, a building construction outside basement side wall is related to.
Background
In the building engineering, when the building part outside the basement side wall is under construction, construct first floor beam slab major structure and basement roof together usually, this will lead to the house heart of major structure can't carry out backfill to, can't tamp and have sunken risk.
If the first-layer beam slab is constructed after backfilling is finished, the construction progress of the upper main structure is influenced, and the whole construction period of project engineering is further influenced.
Therefore, it is necessary to design a building structure other than the sidewall of the basement to solve the technical problems in the prior art.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the partial technical problem that exists among the prior art to at least a certain extent, the building structure outside the basement side wall that provides, its is rational in infrastructure, and it is convenient to construct, sets up the support body and develops the construction of major structure at the upside of stand, when the support body possesses the demolition condition, backfill soil between stand and the basement side wall again, carry out the construction of crossbeam upper portion first floor roof, effectively avoid the condition that backfill soil construction does not target in place, guaranteed building engineering's construction quality.
In order to solve the technical problem, the utility model provides a building structure outside the basement side wall, which comprises a stand column, wherein the stand column is vertically arranged outside the basement side wall, the bottom of the stand column is provided with a bearing platform, the bearing platform is a step seat, and a cylinder is arranged above the bearing platform; a cross beam is arranged between the upright post and the basement side wall and arranged at the top of the upright post; a first-layer top plate is arranged on the top surface of the cross beam, and backfill is arranged on the lower side of the first-layer top plate; the backfill is arranged between the side wall of the basement and the stand column, and the top plate of the first floor is formed by pouring concrete and is constructed after the backfill is backfilled and tamped.
In some embodiments, a frame body is erected above the upright post, and a main body structure is constructed above the frame body; after the main structure is constructed, the frame body is disassembled, and the backfill soil is backfilled between the basement side wall and the stand column.
In some embodiments, the cap is cast from reinforced concrete.
In some embodiments, the cross beam at least partially overlaps the top floor roof in vertical height.
In some embodiments, the top of the crossbeam is provided with a connecting steel bar, the connecting steel bar comprises a steel inserting bar and a longitudinal bar, the steel inserting bar is arranged along the height direction of the crossbeam, and the longitudinal bar is lapped with the steel inserting bar and is arranged along the length direction of the crossbeam.
In some embodiments, at least a portion of the tie bar is located in the top deck of the first floor.
In some embodiments, the dowel bars are U-shaped structures that are anchored vertically to the interior of the cross beam.
In some embodiments, the depth to which the tendons are anchored into the beam is 200-250mm.
In some embodiments, a backfill slope is configured between the upright post and the basement side wall, and the backfill slope is arranged adjacent to the position of the upright post.
In some embodiments, the length of the top of the backfill slope is 100mm, and the included angle between the outer side surface of the backfill slope and the horizontal plane is 60-80 degrees.
The utility model discloses beneficial effect:
the utility model provides a pair of building construction outside basement side wall, its is rational in infrastructure, and the construction is convenient, sets up the support body and develops the construction of major structure at the upside of stand, when the support body possesses the condition of demolising, backfills the backfill between stand and the basement side wall again, carries out the construction of crossbeam upper portion first floor roof, effectively avoids the condition that the backfill construction is not in place, has guaranteed building engineering's construction quality.
Drawings
The above advantages of the present invention will become more apparent and more readily appreciated from the detailed description taken in conjunction with the following drawings, which are given by way of illustration only and do not limit the present invention, and in which:
fig. 1 is a schematic structural view of a building structure outside the side wall of the basement according to the present invention;
fig. 2 isbase:Sub>A sectional view ofbase:Sub>A-base:Sub>A corresponding to fig. 1.
Detailed Description
Fig. 1 to 2 are schematic diagrams of a building structure other than a sidewall of a basement according to the present application, and the present invention will be described in detail below with reference to the following embodiments and accompanying drawings.
The embodiments described herein are specific embodiments of the present invention, and are intended to be illustrative of the concepts of the present invention, which are intended to be illustrative and exemplary, and should not be construed as limiting the scope of the embodiments of the present invention. In addition to the embodiments described herein, those skilled in the art will be able to employ other technical solutions which are obvious based on the disclosure of the claims and the specification of the present application, and these technical solutions include technical solutions which make any obvious replacement or modification for the embodiments described herein.
The drawings in the present specification are schematic views to assist in explaining the concept of the present invention, and schematically show the shapes of the respective portions and the mutual relationships thereof. It should be noted that for the sake of clarity in showing the structures of the various components of the embodiments of the present invention, the drawings are not drawn to the same scale. Like reference numerals are used to denote like parts.
A building structure's outside basement side wall structure schematic diagram, as shown in figure 1. The building structure outside the basement side wall comprises a stand column 10, the stand column 10 is vertically arranged on the outer side of the basement side wall 20, a bearing platform 11 is arranged at the bottom of the stand column 10, the bearing platform 11 is a step seat, and a cylinder body is arranged above the bearing platform 11
Further, a cross beam 30 is arranged between the upright post 10 and the basement side wall 20, and the cross beam 30 is arranged at the top of the upright post 10; a first-layer top plate 40 is arranged on the top surface of the cross beam 30, and backfill 50 is arranged on the lower side of the first-layer top plate 40; the backfill soil 50 is arranged between the basement side wall 20 and the upright post 10, and the first-layer top plate 40 is formed by pouring concrete and is constructed after the backfill soil 50 is backfilled and tamped.
In the embodiment shown in fig. 1, a frame body 60 is erected above the upright post 10, and a main structure 70 is constructed above the frame body 60; after the main structure 70 is constructed, the frame body 60 is removed and the backfill soil 50 is backfilled between the basement side wall 20 and the upright post 10. In fig. 1, only the backfill position of the backfill soil 50 is shown. After the main structure 70 is constructed, the operator can fully tamp the backfill soil 50 to avoid the sinking of the soil body and ensure the construction quality of the construction project.
In the embodiment shown in fig. 1, the bearing platform 11 is made of reinforced concrete by casting. Specifically, a reinforcement cage is arranged at the bottom of the bearing platform 11 to enhance the bearing capacity of the bearing platform 11.
As an embodiment of the present invention, the cross beam 30 and the first layer top plate 40 are at least partially overlapped in vertical height. That is, the total height of the beam 30 and the first-floor roof 40 can be calculated to meet the construction requirements of the building engineering.
In fig. 2, a joint bar 30a is disposed above the cross beam 30, the joint bar 30a includes a dowel bar 30a-1 and a longitudinal bar 30a-2, the dowel bar 30a-1 is disposed along the height direction of the cross beam 30, and the longitudinal bar 30a-2 is overlapped with the dowel bar 30a-1 and disposed along the length direction of the cross beam 30.
Further, at least a portion of the engagement bar 30a is located in the first layer top plate 40.
In the embodiment shown in fig. 2, the dowel bar 30a-1 is a U-shaped structure that is anchored vertically to the inside of the cross member 30. Preferably, the depth of the inserted bar 30a-1 anchored into the cross beam 30 is 200-250mm, so as to ensure the reliability of the connection between the first-layer top plate 40 and the cross beam 30 and ensure the construction quality of the first-layer top plate 40.
In the embodiment shown in fig. 1, a backfill slope 50a is disposed between the upright post 10 and the basement sidewall 20, and the backfill slope 50a is disposed adjacent to the upright post 10. Furthermore, the length of the top of the backfill slope 50a is 100mm, and the included angle between the outer side surface of the backfill slope 50a and the horizontal plane is 60-80 degrees, so that backfill construction of backfill soil 50 is facilitated, and the backfill efficiency of the soil body is improved.
Compare in prior art's shortcoming and not enough, the utility model provides a pair of building construction outside basement side wall, its is rational in infrastructure, and the construction is convenient, sets up the support body and develops the construction of major structure at the upside of stand, when the support body possesses the demolish condition, backfills the backfill between stand and the basement side wall again, carries out the construction of crossbeam upper portion first floor roof, effectively avoids the condition that the backfill construction is not in place, has guaranteed building engineering's construction quality.
The present invention is not limited to the above embodiments, and any person can obtain other products in various forms without departing from the scope of the present invention, but any change in shape or structure is included in the technical solution that is the same as or similar to the present invention.
Claims (10)
1. The building structure outside the basement side wall is characterized by comprising an upright post (10), wherein the upright post (10) is vertically arranged on the outer side of the basement side wall (20), a bearing platform (11) is arranged at the bottom of the upright post (10), the bearing platform (11) is a step base, and a column body is arranged above the bearing platform (11); a cross beam (30) is arranged between the upright post (10) and the basement side wall (20), and the cross beam (30) is arranged at the top of the upright post (10); a first-layer top plate (40) is arranged on the top surface of the cross beam (30), and backfill (50) is arranged on the lower side of the first-layer top plate (40); the backfill soil (50) is arranged between the basement side wall (20) and the upright post (10), and the first-layer top plate (40) is formed by pouring concrete and is constructed after the backfill soil (50) is backfilled and tamped.
2. The building construction according to claim 1, characterized in that a frame body (60) is erected above the upright (10), and a main body structure (70) is constructed above the frame body (60); after the main structure (70) is constructed, the frame body (60) is disassembled, and the backfill soil (50) is backfilled between the basement side wall (20) and the stand column (10).
3. The building construction according to claim 1, wherein said cap (11) is cast of reinforced concrete.
4. The building construction according to claim 1, wherein the cross beam (30) at least partially overlaps the first floor roof (40) in vertical height.
5. The building construction according to claim 4, wherein an engagement bar (30 a) is provided above the cross member (30), the engagement bar (30 a) includes a dowel bar (30 a-1) and a longitudinal bar (30 a-2), the dowel bar (30 a-1) is provided along a height direction of the cross member (30), and the longitudinal bar (30 a-2) overlaps the dowel bar (30 a-1) and is provided along a length direction of the cross member (30).
6. The building construction according to claim 5, wherein at least part of the joining rebar (30 a) is located in the first floor roof (40).
7. The building construction according to claim 5, wherein the dowel (30 a-1) is a U-shaped structure that is vertically anchored to the inside of the beam (30).
8. The building construction according to claim 7, wherein the depth to which the dowel (30 a-1) is anchored into the cross beam (30) is 200-250mm.
9. The building construction according to claim 1, characterized in that a backfill slope (50 a) is arranged between the upright (10) and the basement side wall (20), the backfill slope (50 a) being arranged adjacent to the upright (10).
10. The building construction according to claim 9 wherein the length of the top of the backfill slope (50 a) is 100mm, and the outer side of the backfill slope (50 a) forms an angle of 60-80 ° with the horizontal plane.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222416198.4U CN218405543U (en) | 2022-09-13 | 2022-09-13 | Building structure outside basement side wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222416198.4U CN218405543U (en) | 2022-09-13 | 2022-09-13 | Building structure outside basement side wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218405543U true CN218405543U (en) | 2023-01-31 |
Family
ID=85032872
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222416198.4U Active CN218405543U (en) | 2022-09-13 | 2022-09-13 | Building structure outside basement side wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218405543U (en) |
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2022
- 2022-09-13 CN CN202222416198.4U patent/CN218405543U/en active Active
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