CN111364647A - Assembled outer frame shear wall structure system and construction method thereof - Google Patents
Assembled outer frame shear wall structure system and construction method thereof Download PDFInfo
- Publication number
- CN111364647A CN111364647A CN202010356310.2A CN202010356310A CN111364647A CN 111364647 A CN111364647 A CN 111364647A CN 202010356310 A CN202010356310 A CN 202010356310A CN 111364647 A CN111364647 A CN 111364647A
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- Prior art keywords
- wall
- column
- outer frame
- side reinforcing
- shear wall
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- 238000010276 construction Methods 0.000 title claims abstract description 12
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 22
- 230000003014 reinforcing effect Effects 0.000 claims description 22
- 229910000831 Steel Inorganic materials 0.000 claims description 8
- 239000010959 steel Substances 0.000 claims description 8
- 239000007787 solid Substances 0.000 claims description 6
- 239000004567 concrete Substances 0.000 claims description 4
- 230000000149 penetrating effect Effects 0.000 claims description 3
- 230000008901 benefit Effects 0.000 abstract description 6
- 230000009471 action Effects 0.000 abstract description 3
- 238000009434 installation Methods 0.000 abstract description 2
- 230000035939 shock Effects 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/562—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with fillings between the load-bearing elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
- E04B2/60—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
- E04B2/68—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete made by filling-up wall cavities
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention provides an assembled outer frame shear wall structure system and a construction method thereof. 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 construction method comprises the steps of constructing a column body, constructing a beam and a wall, and constructing a floor slab and a support. The invention 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
Technical Field
The invention relates to an assembly type building structure, in particular to an assembly type outer frame shear wall structure system and a construction method thereof.
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.
Disclosure of Invention
The invention provides an assembled outer frame shear wall structure system and a construction method thereof, and solves the limitation problem of the existing frame structure and shear wall structure.
The technical scheme of the invention is realized as follows: 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.
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 invention 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 the drawings without creative efforts.
Fig. 1 is a layout 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 clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be obtained by a person skilled in the art without inventive effort based on the embodiments of the present invention, are within the 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 a bolt, and the connecting plate is connected with the column web 6 through a bolt.
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 for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents, improvements and the like that fall within the spirit and principle of the present invention are intended to be included therein.
Claims (10)
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) plate 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.
10. A construction method of the assembled outer frame shear wall structural system according to any one of claims 1 to 9, characterized in that: the column is constructed first, then the beam and wall are constructed, and finally the floor and the support are constructed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010356310.2A CN111364647A (en) | 2020-04-29 | 2020-04-29 | Assembled outer frame shear wall structure system and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010356310.2A CN111364647A (en) | 2020-04-29 | 2020-04-29 | Assembled outer frame shear wall structure system and construction method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111364647A true CN111364647A (en) | 2020-07-03 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010356310.2A Pending CN111364647A (en) | 2020-04-29 | 2020-04-29 | Assembled outer frame shear wall structure system and construction method thereof |
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| Country | Link |
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| CN (1) | CN111364647A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113073733A (en) * | 2021-04-02 | 2021-07-06 | 重庆大学 | Inner combined frame-shear wall mixed structure system and construction method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102808465A (en) * | 2012-08-08 | 2012-12-05 | 沈阳建筑大学 | Assembly connecting structure and assembly connecting method of assembled concrete frame and shear wall combination |
| CN105863111A (en) * | 2016-04-18 | 2016-08-17 | 杭州铁木辛柯钢结构设计有限公司 | Embedded prefabricated concrete shear wall anti-bending steel frame structure |
| CN106223461A (en) * | 2016-08-30 | 2016-12-14 | 姚攀峰 | A kind of hybrid industrialized building structural system and construction method thereof |
| CN212176188U (en) * | 2020-04-29 | 2020-12-18 | 中国建筑第七工程局有限公司 | Assembled outer frame shear wall structure system |
-
2020
- 2020-04-29 CN CN202010356310.2A patent/CN111364647A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102808465A (en) * | 2012-08-08 | 2012-12-05 | 沈阳建筑大学 | Assembly connecting structure and assembly connecting method of assembled concrete frame and shear wall combination |
| CN105863111A (en) * | 2016-04-18 | 2016-08-17 | 杭州铁木辛柯钢结构设计有限公司 | Embedded prefabricated concrete shear wall anti-bending steel frame structure |
| CN106223461A (en) * | 2016-08-30 | 2016-12-14 | 姚攀峰 | A kind of hybrid industrialized building structural system and construction method thereof |
| CN212176188U (en) * | 2020-04-29 | 2020-12-18 | 中国建筑第七工程局有限公司 | Assembled outer frame shear wall structure system |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113073733A (en) * | 2021-04-02 | 2021-07-06 | 重庆大学 | Inner combined frame-shear wall mixed structure system and construction method thereof |
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Address after: No.267, 15th Street, Jingkai, Zhengzhou, Henan Province, 450003 Applicant after: CHINA CONSTRUCTION SEVENTH ENGINEERING DIVISION Corp.,Ltd. Address before: 450003 No. 108 Chengdong Road, Jinshui District, Henan, Zhengzhou Applicant before: CHINA CONSTRUCTION SEVENTH ENGINEERING DIVISION Corp.,Ltd. |