CN216892978U - Building structure for cast-in-place concrete filled wall - Google Patents
Building structure for cast-in-place concrete filled wall Download PDFInfo
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- CN216892978U CN216892978U CN202123432501.1U CN202123432501U CN216892978U CN 216892978 U CN216892978 U CN 216892978U CN 202123432501 U CN202123432501 U CN 202123432501U CN 216892978 U CN216892978 U CN 216892978U
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- 239000000945 filler Substances 0.000 claims description 6
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- 238000004458 analytical method Methods 0.000 description 1
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Abstract
The utility model relates to a building structure for a cast-in-place concrete filling wall, which comprises shear walls arranged on two sides of a hole, a plurality of concrete structure beams arranged above and below the hole of the shear walls, a filling wall structure arranged between two adjacent concrete structure beams and a window opening formed between the two adjacent concrete structure beams and the filling wall structure, wherein the concrete structure beams and the shear walls are integrally formed. The building structure used for the cast-in-place concrete filling wall has better integrity and higher surface flatness, can effectively avoid secondary leveling and reduce the thickness of a plastering surface layer, reduces the construction cost, has higher promotion on the visual effect of the building, and further improves the product quality and reduces the construction period.
Description
Technical Field
The utility model belongs to the field of constructional engineering, and particularly relates to a building structure for a cast-in-place concrete filled wall.
Background
For the construction project as a whole, the building design occupies a small area no matter in time and cost, but the foresight, the comprehensiveness and the rationality of the building design play a decisive role in the construction cost in the future. At present, modular construction mainly comprises an integral assembly module and a house type standard module, the technology mainly aims at structural design ideas and design propulsion measures in the house type standard module, research analysis and innovation are carried out through the directions of regional climate, building modulus, earthquake blocks, construction structures, detail structures and the like, and a solid foundation is laid for the modular construction.
For a high-precision template construction structure, an outer wall is mainly prefabricated, a bearing part of the inner wall is a prefabricated concrete inner partition wall, other parts are built with building blocks according to the traditional building, the structure can affect the construction period of the building to a certain extent, the process of the filling wall structure is complex, and the construction period is long. For example, patent publication No. CN206233414U discloses a construction structure for a connection joint between a shear wall and a concrete filled wall.
SUMMERY OF THE UTILITY MODEL
The present invention provides a building structure for a cast-in-place concrete infilled wall, which can improve product quality and reduce construction period.
In order to achieve the purpose, the technical scheme of the utility model is as follows: a building structure for a cast-in-place concrete filling wall comprises shear walls arranged on two sides of a hole, a plurality of concrete structure beams arranged above and below the hole of the shear wall, a filling wall structure arranged between two adjacent concrete structure beams and a window opening formed between the two adjacent concrete structure beams and the filling wall structure, wherein the concrete structure beams and the shear walls are integrally formed.
As a further improvement, a preset space is formed between every two adjacent concrete structure beams and the shear wall, and the filling wall structure is arranged in the preset space.
As a further improvement, the infilled wall structure comprises a horizontal infilled wall, a vertical infilled wall and a plurality of structural wall pulling seams, one end of the horizontal infilled wall is connected with the vertical infilled wall through the structural wall pulling seams, the other end of the horizontal infilled wall is connected with the inner side of one of the shear walls in an anchoring mode, and the window openings are formed among the horizontal infilled wall, the vertical infilled wall, the shear walls and the concrete structural beam.
As a further improvement, the infilled wall structure comprises a horizontal infilled wall, two vertical infilled walls and a plurality of structural wall pulling seams, wherein one vertical infilled wall and the horizontal infilled wall are integrally formed into an L-shaped structure, the horizontal infilled wall and the other vertical infilled wall are connected through the structural wall pulling seams, and the window opening is formed among the horizontal infilled wall, the two vertical infilled walls and the concrete structural beam.
As a further improvement, the infilled wall structure comprises a horizontal infilled wall, two vertical infilled walls and a plurality of structural wall tension joints, wherein the two vertical infilled walls and the horizontal infilled wall form a U-shaped structure integrally, and the window holes are formed among the horizontal infilled wall, the two vertical infilled walls and the concrete structural beam.
As a further improvement, the vertical infilled wall is attached and fixed to the inner side of the other shear wall, the vertical infilled wall and the shear wall are connected through the structural wall pull seam, and the top end of the vertical infilled wall is connected with the lower side of one concrete structural beam in an anchoring manner; the horizontal infilled wall is attached and fixed to the upper side of the other concrete structure beam, and the horizontal infilled wall is connected with the concrete structure beam through the structural wall pulling seam.
As a further improvement, one vertical filler wall is attached and fixed to the inner side of one shear wall, the vertical filler wall and the shear wall are connected through the structural wall pulling seam, and the top end of the vertical filler wall is connected with the lower side anchoring of one concrete structural beam; the other vertical infilled wall is arranged on the inner side of the other shear wall, and the vertical infilled wall is connected with the inner side of the shear wall in an anchoring manner; the horizontal infilled wall is attached and fixed to the upper side of another concrete structure roof beam, and the horizontal infilled wall is arranged between two vertical infilled walls, draws the seam through the structure wall between horizontal infilled wall and the concrete structure roof beam and is connected.
As a further improvement, one of the vertical infilled walls is attached and fixed to the inner side of one of the shear walls, the vertical infilled wall and the shear wall are connected through a structural wall pull seam, and the top end of the vertical infilled wall is connected with the lower side of one of the concrete structural beams in an anchoring manner; the other vertical infilled wall is arranged on the inner side of the other shear wall, the vertical infilled wall and the shear wall are connected through a structural wall pull joint, and the top end of the vertical infilled wall is connected with the lower side of one concrete structural beam in an anchoring mode; the horizontal infilled wall is attached and fixed to the upper side of another concrete structure roof beam, and the horizontal infilled wall is arranged between two vertical infilled walls, draws the seam through the structure wall between horizontal infilled wall and the concrete structure roof beam and is connected.
As a further improvement, the structural wall is made of PVC plates in a pulling seam mode.
As a further improvement, a plurality of concrete structural beams are formed above and below the hole of the shear wall at equal intervals.
The technical scheme of the utility model has the following beneficial effects: the utility model discloses a building structure for a cast-in-place concrete filled wall, which has the advantages of better integrity and higher surface flatness, can effectively avoid secondary leveling and reduce the thickness of a plastering layer, reduces the construction cost, has higher improvement on the visual effect of a building, further improves the product quality and reduces the construction period.
Drawings
FIG. 1 is a partial schematic structural view of a first embodiment of a building structure for cast-in-place concrete infilled walls according to the utility model;
FIG. 2 is a partial schematic structural view of a second embodiment of the building structure for cast-in-place concrete infilled walls of the present invention;
fig. 3 is a partial structural view of a third embodiment of the building structure for cast-in-place concrete infilled wall of the present invention.
Detailed Description
The embodiments of the present invention will be described in detail below with reference to the drawings and examples.
Referring to fig. 1, a building structure for a cast-in-place concrete infilled wall according to a first embodiment of the present invention includes shear walls 30 disposed at both sides of an opening, a plurality of dry concrete structural beams 20 disposed between the shear walls 30, an infill wall structure 10 disposed between two concrete structural beams 20, and a window opening 40 formed between the concrete structural beams 20 and the infill wall structure 10.
The shear walls 30 on the two sides of the opening are perpendicular to the ground and used for bearing horizontal loads and vertical loads and preventing the building structure from being sheared and damaged. If the dry-mixed structural beams 20 are formed above and below the opening of the shear wall 30 at equal intervals and the concrete structural beams 20 and the shear wall 30 are integrally formed, the integrity of the building structure is better, and the appearance quality of the building is improved. In the present embodiment, each concrete structural beam 20 and the shear wall 30 are perpendicular to each other.
A preset space is formed between every two adjacent concrete structure beams 20 and the shear wall 30, and the filler wall structure 10 is arranged in the preset space. Specifically, the infilled wall structure 10 comprises a horizontal infilled wall 11, a vertical infilled wall 12 and a plurality of structural wall pulling seams 13, wherein the vertical infilled wall 12 is attached and fixed to the inner side of one of the shear walls 30, the vertical infilled wall 12 is connected with the shear walls 30 through the structural wall pulling seams 13, and the top end of the vertical infilled wall 12 is connected with the lower side of a concrete structural beam 20 in an anchoring manner; the horizontal infill wall 11 is attached and fixed to the upper side of the other concrete structural beam 20, the horizontal infill wall 11 is connected with the concrete structural beam 20 through a structural wall pulling seam 13, one end of the horizontal infill wall 11 is connected with the vertical infill wall 12 through the structural wall pulling seam 13, and the other end of the horizontal infill wall 11 is connected with the inner side of the other shear wall 30 in an anchoring manner. In this embodiment, the structural wall pull seam 13 is made of a PVC plate; the window openings 40 are formed among the horizontal infill walls 11, the vertical infill walls 12, the shear walls 30, and the concrete structural beams 20.
Referring to fig. 2, a building structure for a cast-in-place concrete infilled wall according to another embodiment of the present invention is substantially the same as the structure shown in the first embodiment, and the same structure is not described herein again.
The difference is that the infilled wall structure 10 is different, in this embodiment, the infilled wall structure 10 includes a horizontal infilled wall 11, two vertical infilled walls 12 and a plurality of structural wall pulling seams 13, wherein one vertical infilled wall 12 is attached and fixed to the inner side of one shear wall 30, and the vertical infilled wall 12 is connected with the shear wall 30 through the structural wall pulling seams 13, and the top end of the vertical infilled wall 12 is connected with the lower side anchoring of one concrete structural beam 20; the other vertical infill wall 12 is arranged at the inner side of the other shear wall 30, and the vertical infill wall 12 is in anchoring connection with the inner side of the shear wall 30; the horizontal infilled wall 11 is attached and fixed to the upper side of another concrete structural beam 20, the horizontal infilled wall 11 is placed between two vertical infilled walls 12, the horizontal infilled wall 11 is connected with the concrete structural beam 20 through a structural wall pulling seam 13, and the horizontal infilled wall 11 is connected with the vertical infilled wall 12 through a structural wall pulling seam 13. In this embodiment, one of the vertical infill walls 12 and the horizontal infill wall 11 is an integral structure, and is substantially "L" shaped. The structural wall pull seam 13 is made of a PVC plate; the horizontal infill wall 11, the two vertical infill walls 12, and the concrete structural beam 20 form a window opening 40 therebetween.
Referring to fig. 3, a building structure for a cast-in-place concrete filled wall according to a third embodiment of the present invention is substantially the same as the structure shown in the first embodiment, and the same structure is not described again. The difference is that the infilled wall structure 10 is different, in this embodiment, the infilled wall structure 10 includes a horizontal infilled wall 11, two vertical infilled walls 12 and a plurality of structural wall pulling seams 13, wherein one vertical infilled wall 12 is attached and fixed to the inner side of one shear wall 30, the vertical infilled wall 12 and the shear wall 30 are connected through the structural wall pulling seams 13, and the top end of the vertical infilled wall 12 is connected with the lower side anchor of one concrete structural beam 20; the other vertical infilled wall 12 is arranged on the inner side of the other shear wall 30, the vertical infilled wall 12 is connected with the shear wall 30 through a structural wall pulling seam 13, and the top end of the vertical infilled wall 12 is connected with the lower side of one concrete structural beam 20 in an anchoring manner;
the horizontal infill wall 11 is attached and fixed to the upper side of another concrete structure beam 20, the horizontal infill wall 11 is arranged between two vertical infill walls 12, and the horizontal infill wall 11 and the concrete structure beam 20 are connected through a structure wall pulling seam 13. In this embodiment, the two vertical filling walls 12 and the horizontal filling wall 11 are formed as an integral structure, and substantially shaped like a U. The structural wall pull seam 13 is made of a PVC plate; the horizontal infill wall 11, the two vertical infill walls 12, and the concrete structural beam 20 form a window opening 40 therebetween.
In construction, the cross-sectional dimensions of the shear wall 30 and the concrete structural beam 20 are a predetermined size, for example, 50mm in modulus, and the wall thickness of the shear wall 30 is kept as constant as possible within a standard story range, which is conventionally 200mm in thickness. If the concrete strength grade does not meet the calculation requirement, preferentially adjusting the concrete strength grade, and then adjusting the length of the wall limb, wherein the lengthening grade of the common wall limb of the high-precision template system is 400 mm; the strength of the shear wall concrete is not more than C50. The non-shear wall part of the outer wall is suggested to adopt a full cast-in-place concrete filled wall, and the thickness and the concrete strength grade of the full cast-in-place concrete filled wall are the same as those of the adjacent shear wall.
In conclusion, the building structure for the cast-in-place concrete filled wall has better integrity and higher surface flatness, can effectively avoid secondary leveling and reduce the thickness of a plastering surface layer, reduces the construction cost, has higher improvement on the visual effect of the building, and further improves the product quality and reduces the construction period.
The above-mentioned embodiments are merely preferred embodiments of the present invention, and do not limit the scope of the present invention, and various modifications and improvements of the technical solution of the present invention made by those skilled in the art without departing from the spirit of the present invention should fall within the protection scope defined by the claims of the present invention.
Claims (10)
1. The utility model provides a building structure for cast in situ concrete infilled wall which characterized in that: the concrete structure beam comprises shear walls (30) arranged on two sides of a hole, a plurality of concrete structure beams (20) arranged above and below the hole of the shear walls (30), a filler wall structure (10) arranged between two adjacent concrete structure beams (20) and a window hole (40) formed between two adjacent concrete structure beams (20) and the filler wall structure (10), wherein the concrete structure beams (20) and the shear walls (30) are integrally formed.
2. The building structure for a cast-in-place concrete filled wall according to claim 1, characterized in that: a preset space is formed between every two adjacent concrete structure beams (20) and the shear wall (30), and the filling wall structure (10) is arranged in the preset space.
3. The building structure for a cast-in-place concrete filled wall according to claim 2, characterized in that: the infilled wall structure (10) comprises a horizontal infilled wall (11), a vertical infilled wall (12) and a plurality of structural wall pulling seams (13), one end of the horizontal infilled wall (11) is connected with the vertical infilled wall (12) through the structural wall pulling seams (13), the other end of the horizontal infilled wall (11) is connected with the inner side of one of the shear walls (30) in an anchoring mode, and the window opening (40) is formed among the horizontal infilled wall (11), the vertical infilled wall (12), the shear wall (30) and the concrete structural beam (20).
4. The building structure for a cast-in-place concrete filled wall according to claim 2, characterized in that: the infilled wall structure (10) comprises a horizontal infilled wall (11), two vertical infilled walls (12) and a plurality of structural wall pulling seams (13), wherein one vertical infilled wall (12) and the horizontal infilled wall (11) are integrally formed into an L-shaped structure, the horizontal infilled wall (11) and the other vertical infilled wall (12) are connected through the structural wall pulling seams (13), and the window opening (40) is formed among the horizontal infilled wall (11), the two vertical infilled walls (12) and the concrete structural beam (20).
5. The building structure for a cast-in-place concrete filled wall according to claim 2, characterized in that: the infilled wall structure (10) comprises a horizontal infilled wall (11), two vertical infilled walls (12) and a plurality of structural wall tension joints (13), wherein the two vertical infilled walls (12) and the horizontal infilled wall (11) form a U-shaped structure integrally, and the window holes (40) are formed among the horizontal infilled wall (11), the two vertical infilled walls (12) and the concrete structural beams (20).
6. A building structure for a cast-in-place concrete filled wall according to claim 3, characterized in that: the vertical infilled wall (12) is attached and fixed to the inner side of the other shear wall (30), the vertical infilled wall (12) is connected with the shear wall (30) through the structural wall pulling seam (13), and the top end of the vertical infilled wall (12) is in anchoring connection with the lower side of one concrete structural beam (20); the horizontal infilled wall (11) is attached and fixed to the upper side of the other concrete structure beam (20), and the horizontal infilled wall (11) is connected with the concrete structure beam (20) through the structural wall pulling seam (13).
7. The building structure for a cast-in-place concrete filled wall according to claim 4, characterized in that: wherein, the vertical infill wall (12) is attached and fixed to the inner side of a shear wall (30), the vertical infill wall (12) is connected with the shear wall (30) through the structural wall pulling seam (13), and the top end of the vertical infill wall (12) is connected with the lower side of a concrete structural beam (20) in an anchoring way; another vertical infill wall (12) is arranged at the inner side of the other shear wall (30), and the vertical infill wall (12) is in anchoring connection with the inner side of the shear wall (30); the horizontal infilled wall (11) is attached and fixed to the upper side of the other concrete structure beam (20), the horizontal infilled wall (11) is arranged between the two vertical infilled walls (12), and the horizontal infilled wall (11) is connected with the concrete structure beam (20) through a structural wall pulling seam (13).
8. The building structure for a cast-in-place concrete filled wall according to claim 5, characterized in that: wherein, the vertical infill wall (12) is attached and fixed to the inner side of a shear wall (30), the vertical infill wall (12) is connected with the shear wall (30) through a structural wall pulling seam (13), and the top end of the vertical infill wall (12) is connected with the lower side of a concrete structural beam (20) in an anchoring way; the other vertical infilled wall (12) is arranged on the inner side of the other shear wall (30), the vertical infilled wall (12) is connected with the shear wall (30) through a structural wall pulling seam (13), and the top end of the vertical infilled wall (12) is in anchoring connection with the lower side of a concrete structural beam (20); the horizontal infilled wall (11) is attached and fixed to the upper side of the other concrete structure beam (20), the horizontal infilled wall (11) is arranged between the two vertical infilled walls (12), and the horizontal infilled wall (11) is connected with the concrete structure beam (20) through a structure wall pulling seam (13).
9. The building structure for a cast-in-place concrete filled wall according to any one of claims 3 to 8, wherein: the structural wall pull seam (13) is made of PVC plates.
10. The building structure for a cast-in-place concrete filled wall according to claim 1, characterized in that: and a plurality of concrete structural beams (20) are formed above and below the opening of the shear wall (30) at equal intervals.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123432501.1U CN216892978U (en) | 2021-12-30 | 2021-12-30 | Building structure for cast-in-place concrete filled wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123432501.1U CN216892978U (en) | 2021-12-30 | 2021-12-30 | Building structure for cast-in-place concrete filled wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216892978U true CN216892978U (en) | 2022-07-05 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202123432501.1U Expired - Fee Related CN216892978U (en) | 2021-12-30 | 2021-12-30 | Building structure for cast-in-place concrete filled wall |
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| Country | Link |
|---|---|
| CN (1) | CN216892978U (en) |
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2021
- 2021-12-30 CN CN202123432501.1U patent/CN216892978U/en not_active Expired - Fee Related
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Granted publication date: 20220705 |