CN212176188U - Assembled outer frame shear wall structure system - Google Patents

Assembled outer frame shear wall structure system Download PDF

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Publication number
CN212176188U
CN212176188U CN202020687805.9U CN202020687805U CN212176188U CN 212176188 U CN212176188 U CN 212176188U CN 202020687805 U CN202020687805 U CN 202020687805U CN 212176188 U CN212176188 U CN 212176188U
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China
Prior art keywords
wall
column
outer frame
side reinforcing
shear wall
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CN202020687805.9U
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Chinese (zh)
Inventor
冯大阔
焦安亮
郜玉芬
张中善
郑培君
李佳男
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China Construction Seventh Engineering Division Corp Ltd
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China Construction Seventh Engineering Division Corp Ltd
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Abstract

The utility model provides an assembled outer 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 inner wall structure, and the beam bodies and the columns form an outer frame structure. 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; overall structure is more stable, and inner space is big, and the number of columns can be reducible, and the construction is convenient more, swift, and the wall body part can regard as elevartor shaft or equipment room, does benefit to settling, the installation of elevartor shaft.

Description

Assembled outer frame shear wall structure system
Technical Field
The utility model relates to an assembly type building structure especially indicates an assembly type outer 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 assembly type outer 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: the assembled outer frame shear wall structure system comprises columns which are arranged in a dot mode, wherein wall bodies or beam bodies are connected among the columns, the wall bodies and the columns form an inner wall structure, and the beam bodies and the columns form an outer 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 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 wall side steel bars and the column side steel bars are straight bars, ring bars or bent bars.
The wall side reinforcing steel bars and the column side reinforcing steel bars are overlapped in a crossed mode, and inserting bars are arranged at the overlapped position in a penetrating mode.
The wall side reinforcing steel bars and the column side reinforcing steel bars are provided with stirrups, 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, the wall body is a visible beam wall, a hidden beam wall or a beamless wall, and 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; overall structure is more stable, and inner space is big, and the number of columns can be reducible, and the construction is convenient more, swift, and the wall body part can regard as elevartor shaft or equipment room, does benefit to settling, the installation of elevartor shaft.
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 a connection structure of a column and a wall.
Fig. 4 is a schematic view of a connection structure of a column and a beam.
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 4, an assembled outer frame shear wall structure system includes columns 3 arranged in a dotted manner, a wall 1 or a beam 2 is connected between the columns 3, the wall 1 and the columns 3 form an inner wall structure, and the beam 2 and the columns 3 form an outer 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 7 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 to realize the connection of the beam body and the column body, the beam body surrounds or clamps a wall body, and forms a peripheral outer frame structure with the column body.
Specifically, the column web 6 and the beam web 7 are I-shaped, the column web 6 is connected with the beam web 7 through a connecting plate, the beam web 7 is connected with the connecting plate through bolts, and the connecting plate is connected with the column web 6 through bolts.
The wall body 1 is a solid wall or a superposed wall, or the wall body 1 is a visible beam wall, a hidden beam wall or a beamless wall. Be equipped with wall side reinforcing bar 4 on wall body 1, be equipped with column side reinforcing bar 8 on the cylinder 3, wear to establish dowel bar 9 between wall side reinforcing bar 4 and the column side reinforcing bar 8, wall side reinforcing bar 4, column side reinforcing bar 8 and dowel bar 9 pass through concrete placement as an organic whole to fix the wall body between two cylinders, a plurality of wall bodies enclose to establish or press from both sides in inside, form inside interior wall structure with the cylinder.
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.
A construction method of the assembled outer frame shear wall structure system comprises the following steps: the column is constructed first, then the beam and wall are constructed, and finally the floor and the support 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 outer 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 column body (3) form an inner wall structure, and the beam body (2) and the column body (3) form an outer frame structure.
2. The fabricated outer 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 outer frame shear wall structural system of claim 2, wherein: the column web (6) and the beam web (7) are I-shaped, and the column web (6) is connected with the beam web (7) through a connecting plate.
4. The fabricated outer frame shear wall structural system of claim 3, wherein: the beam web (7) is connected with the connecting plate through bolts, and the connecting plate is connected with the column web (6) through bolts.
5. The fabricated outer frame shear wall structural system of claim 1, 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. The fabricated outer frame shear wall structural system of claim 5, wherein: the wall side reinforcing steel bars (4) and the column side reinforcing steel bars (8) are straight reinforcing steel bars, ring reinforcing steel bars or bent reinforcing steel bars.
7. The fabricated outer frame shear wall structural system of claim 5 or 6, wherein: the wall side reinforcing steel bars (4) and the column side reinforcing steel bars (8) are overlapped in a crossed mode, and inserting bars (9) penetrate through the overlapped positions.
8. The fabricated outer frame shear wall structural system of claim 5 or 6, wherein: the wall side reinforcing steel bar (4) and the column side reinforcing steel bar (8) are provided with stirrups (5) therebetween, the reinforcing steel bars and the stirrups (5) are overlapped in a cross mode, and inserting bars (9) are arranged at the overlapped positions in a penetrating mode.
9. The fabricated outer frame shear wall structural system of claim 1, wherein: the wall body (1) is a solid wall or a superposed wall, and the wall body (1) is a clear beam wall, a hidden beam wall or a beamless wall; the column body (3) is a solid column, a hollow column or a superposed column.
CN202020687805.9U 2020-04-29 2020-04-29 Assembled outer frame shear wall structure system Active CN212176188U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202020687805.9U CN212176188U (en) 2020-04-29 2020-04-29 Assembled outer frame shear wall structure system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202020687805.9U CN212176188U (en) 2020-04-29 2020-04-29 Assembled outer frame shear wall structure system

Publications (1)

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CN212176188U true CN212176188U (en) 2020-12-18

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111364647A (en) * 2020-04-29 2020-07-03 中国建筑第七工程局有限公司 Assembled outer frame shear wall structure system and construction method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111364647A (en) * 2020-04-29 2020-07-03 中国建筑第七工程局有限公司 Assembled outer frame shear wall structure system and construction method thereof

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