CN212078348U - Assembled inner frame shear wall structure system - Google Patents
Assembled inner frame shear wall structure system Download PDFInfo
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- CN212078348U CN212078348U CN202020689413.6U CN202020689413U CN212078348U CN 212078348 U CN212078348 U CN 212078348U CN 202020689413 U CN202020689413 U CN 202020689413U CN 212078348 U CN212078348 U CN 212078348U
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Abstract
The utility model provides an assembled internal frame shear wall structure system. The structure system comprises columns which are arranged in a dot shape, wherein wall bodies or beam bodies are connected among the columns, the wall bodies and the columns form an outer wall structure, and the beam bodies and the columns form an inner frame structure. The utility model has the advantages that: the advantages of the assembled shear wall structure and the frame structure are fully exerted, the sealing performance of the external wall body is good, the seepage and leakage are prevented, the internal space is large, the external wall body can be divided and isolated randomly as required, excessive positioning and supporting pieces are not needed, the construction is more convenient and rapid, the strength of the connecting joint is high, and the structural stability is good.
Description
Technical Field
The utility model relates to an assembled building structure especially indicates an assembled internal frame shear wall structure system.
Background
A building structure refers to a system that can withstand various actions in building construction, consisting of various members (roof trusses, beams, panels, columns, etc.). The structure can be classified into various types such as a frame structure, a shear wall structure and the like according to the structural bearing system.
The frame structure has the advantages of flexible space separation, light dead weight, material saving, flexible matching with building plane arrangement and contribution to arrangement of building structures requiring larger space. But the stress concentration of the frame joints of the frame structure is obvious, serious non-structural damage is easily caused, the hoisting times are more, the joint workload is large, the working procedures are more, manpower is wasted, the construction is greatly influenced by seasons and environment, and the method is not suitable for building super high-rise buildings.
The shear wall structure has good bearing capacity, good integrity and space function, and better lateral force resistance than a frame structure, so that a higher building can be built. However, the space between the shear walls is limited to a certain extent, so that the space between the shear walls cannot be too large, the shear walls are not suitable for use when a large space is needed, and the flexibility is poor.
In summary, the frame structure and the shear wall have advantages and disadvantages, and under the circumstance that the land resources are increasingly tense, the building structure not only needs flexible and free use space to meet the requirements of different building functions, but also needs sufficient rigidity and stability to optimize the building structure system.
SUMMERY OF THE UTILITY MODEL
The utility model provides an assembled internal frame shear wall structure system has solved the limitation problem of current frame construction and shear wall structure.
The technical scheme of the utility model is realized like this: an assembled inner frame shear wall structure system comprises columns which are arranged in a dot mode, wherein a wall body or a beam body is connected between the columns, the wall body and the columns form an outer wall structure, and the beam body and the columns form an inner frame structure.
The column body on be equipped with the column web, be equipped with the beam web on the roof beam body, the column web is connected with the beam web.
The column body in the outer wall structure is a hidden column in the wall body, a column web plate is pre-embedded at the hidden column, wall side reinforcing steel bars are arranged on the wall body, inserting bars are arranged between every two adjacent wall side reinforcing steel bars in a penetrating mode, and the wall side reinforcing steel bars and the inserting bars are cast into a whole through concrete.
The column web and the beam web are I-shaped, and the column web is connected with the beam web through a connecting plate.
The beam web is connected with the connecting plate through bolts, and the connecting plate is connected with the column web through bolts.
The wall body on be equipped with wall side reinforcing bar, be equipped with the column side reinforcing bar on the cylinder, wear to establish the dowel between wall side reinforcing bar and the column side reinforcing bar, wall side reinforcing bar, column side reinforcing bar and dowel pass through concrete placement as an organic whole.
The reinforcing steel bars are straight reinforcing steel bars, annular reinforcing steel bars or bent reinforcing steel bars.
The steel bars are crossed and overlapped, and the steel bars are inserted at the overlapped part.
The stirrups are arranged between the reinforcing steel bars, the reinforcing steel bars and the stirrups are overlapped in a cross mode, and the inserted bars are arranged at the overlapped positions in a penetrating mode.
The wall body is a solid wall or a superposed wall, and the wall body is a visible beam wall, a hidden beam wall or a beamless wall.
The column body is a solid column, a hollow column or a superposed column.
The utility model has the advantages that: the vertical load of the building is respectively borne by the frame and the shear wall, and the horizontal action is mainly borne by the shear wall with larger lateral stiffness, so that the building has the characteristics of flexible frame structure arrangement and convenient use, and also has larger stiffness and stronger shock resistance; the advantages of the assembled shear wall structure and the frame structure are fully exerted, the sealing performance of the external wall body is good, the seepage and leakage are prevented, the internal space is large, the external wall body can be divided and isolated randomly as required, excessive positioning and supporting pieces are not needed, the construction is more convenient and rapid, the strength of the connecting joint is high, and the structural stability is good.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a layout diagram I of the present invention.
Fig. 2 is a layout diagram II of the present invention.
Fig. 3 is a schematic view of the connection structure of the hidden column and the beam body of the present invention.
Fig. 4 is a schematic view of the connection structure of the column body and the wall body of the present invention.
Fig. 5 is a schematic view of the connection structure of the column body and the beam body of the present invention.
In the figure: 1-wall body, 2-beam body, 3-column body, 4-wall side reinforcing steel bar, 5-stirrup, 6-column web plate, 7-beam web plate, 8-column side reinforcing steel bar and 9-dowel steel bar.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without any creative effort belong to the protection scope of the present invention.
As shown in fig. 1 to 5, an assembled inner frame shear wall structure system comprises columns 3 arranged in a dotted manner, wherein a wall body 1 or a beam body 2 is connected between the columns 3, the wall body 1 and the columns 3 form an outer wall structure, and the beam body 2 and the columns 3 form an inner frame structure.
The column body 3 is a solid column, a hollow column or a superposed column, the column body 3 is provided with a column web 6, the column web is pre-embedded in a reinforced concrete column or welded on a steel pipe of a stiff steel pipe concrete column, the beam body 2 is provided with a beam web 7, the beam web 15 is welded on a steel structure of the beam body or pre-embedded in the beam body, the column web 6 is connected with the beam web 7, connection between the beam body and the column body is realized, the beam body is surrounded or clamped inside by a wall body, and an inner frame structure inside the beam body and the column body is formed.
The wall body 1 is a solid wall or a superposed wall, and the column body 3 in the outer wall structure can adopt an exposed column mode and a hidden column mode.
When the hidden column is adopted, the column body is the hidden column in the wall body 1, the reinforcing bars are arranged at the hidden column for reinforcement, the column web 6 is embedded in the hidden column, and the column web is connected with the beam web to realize the connection of the hidden column and the beam body. Be equipped with wall side reinforcing bar 4 on the wall body 1, wear to establish joint bar 9 between the adjacent two wall side reinforcing bar 4, wall side reinforcing bar 4 and joint bar 9 pass through concrete placement as an organic whole to as an organic whole with two wall connection, a plurality of wall bodies enclose to establish externally, form outlying outer wall structure with the cylinder.
When the exposed column is adopted, wall side reinforcing steel bars 4 are arranged on the wall body 1, column side reinforcing steel bars 8 are arranged on the columns 3, inserting bars 9 penetrate between the wall side reinforcing steel bars 4 and the column side reinforcing steel bars 8, the wall side reinforcing steel bars 4, the column side reinforcing steel bars 8 and the inserting bars 9 are cast into a whole through concrete, so that the wall body is fixed between the two columns, and a plurality of wall bodies are arranged around the outside to form a peripheral outer wall structure together with the columns.
Specifically, the column web and the beam web are I-shaped, the column web is connected with the beam web through a connecting plate, the beam web is connected with the connecting plate through a bolt, and the connecting plate is connected with the column web through a bolt.
Specifically, the wall side reinforcing steel bars and the column side reinforcing steel bars are straight reinforcing steel bars, ring reinforcing steel bars or bent reinforcing steel bars. The mode of arranging the muscle between the reinforcing bar has the multiple, can adopt alternately overlapping between the reinforcing bar, and the dowel bar 9 is worn to establish in the overlap department, also can adopt to be equipped with stirrup 5 between the reinforcing bar, alternately overlaps between reinforcing bar and the stirrup 5, and dowel bar 9 is worn to establish in the overlap department.
If the built-in column is adopted, firstly constructing a column body and a wall body, then constructing a beam body and finally constructing a floor slab; if the exposed columns are adopted, the columns are constructed firstly, then the beam bodies and the wall bodies are constructed, and finally the floor slabs are constructed.
The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (9)
1. The utility model provides an assembled inner frame shear wall structural system, includes cylinder (3) that the punctiform was arranged, connects wall body (1) or roof beam body (2) between cylinder (3), its characterized in that: the wall body (1) and the columns (3) form an outer wall structure, and the beam body (2) and the columns (3) form an inner frame structure.
2. The fabricated inner frame shear wall structural system of claim 1, wherein: the column body (3) is provided with a column web plate (6), the beam body (2) is provided with a beam web plate (7), and the column web plate (6) is connected with the beam web plate (7).
3. The fabricated inner frame shear wall structural system of claim 2, wherein: the column body (3) in the outer wall structure is a hidden column in the wall body (1), a column web plate (6) is pre-embedded at the hidden column, wall side reinforcing steel bars (4) are arranged on the wall body (1), inserting bars (9) are arranged between every two adjacent wall side reinforcing steel bars (4) in a penetrating mode, and the wall side reinforcing steel bars (4) and the inserting bars (9) are cast into a whole through concrete.
4. A fabricated inner frame shear wall structural system according to claim 2 or 3, wherein: the column web and the beam web are I-shaped, and the column web is connected with the beam web through a connecting plate.
5. The fabricated inner frame shear wall structural system of claim 2, wherein: wall body (1) on be equipped with wall side reinforcing bar (4), be equipped with column side reinforcing bar (8) on cylinder (3), wear to establish dowel steel (9) between wall side reinforcing bar (4) and column side reinforcing bar (8), wall side reinforcing bar (4), column side reinforcing bar (8) and dowel steel (9) are as an organic whole through concrete placement.
6. A fabricated inner frame shear wall structural system according to claim 3 or 5, wherein: the reinforcing steel bars are straight reinforcing steel bars, annular reinforcing steel bars or bent reinforcing steel bars.
7. The fabricated inner frame shear wall structural system of claim 6, wherein: the steel bars are crossed and overlapped, and the steel bars are inserted at the overlapped part.
8. The fabricated inner frame shear wall structural system of claim 6, wherein: the stirrups (5) are arranged between the reinforcing steel bars, the reinforcing steel bars and the stirrups (5) are overlapped in a cross mode, and the inserting bars (9) penetrate through the overlapped positions.
9. The fabricated inner frame shear wall structural system of claim 1, wherein: the wall body (1) is a solid wall or a superposed wall, the wall body (1) is a visible beam wall, a hidden beam wall or a beamless wall, and the column body (3) is a solid column, a hollow column or a superposed column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020689413.6U CN212078348U (en) | 2020-04-29 | 2020-04-29 | Assembled inner frame shear wall structure system |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202020689413.6U CN212078348U (en) | 2020-04-29 | 2020-04-29 | Assembled inner frame shear wall structure system |
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| CN212078348U true CN212078348U (en) | 2020-12-04 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111364644A (en) * | 2020-04-29 | 2020-07-03 | 中国建筑第七工程局有限公司 | Assembly type inner frame shear wall structure system and construction method thereof |
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- 2020-04-29 CN CN202020689413.6U patent/CN212078348U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111364644A (en) * | 2020-04-29 | 2020-07-03 | 中国建筑第七工程局有限公司 | Assembly type inner frame shear wall structure system and construction method thereof |
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