CN206267355U - A kind of steel concrete Core Walls Structure shear wall - Google Patents
A kind of steel concrete Core Walls Structure shear wall Download PDFInfo
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- CN206267355U CN206267355U CN201621375416.2U CN201621375416U CN206267355U CN 206267355 U CN206267355 U CN 206267355U CN 201621375416 U CN201621375416 U CN 201621375416U CN 206267355 U CN206267355 U CN 206267355U
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Abstract
A kind of steel concrete Core Walls Structure shear wall, belongs to building structure constructing technology field.It includes multiple reinforced concrete columns being vertically arranged and the steel frame beam being connected between multiple reinforced concrete columns, the upper lower flange outside of the steel frame beam is uniformly distributed and is connected with multiple shear studs, the periphery of the reinforced concrete column, steel frame beam, shear stud composition wall overall skeleton and wall overall skeleton has additional wall steel bar mesh sheet, and the reinforced concrete column, steel frame beam, the wall overall skeleton of shear stud composition and wall steel bar mesh sheet are prefabricated concrete parcel.The utility model is referred to as " SC Core Walls Structures shear wall ", its flexible arrangement, spacing and the position of the perpendicular skeleton of wall and wall top slat iron can be according to actual needs adjusted flexibly, the perpendicular skeleton of wall and wall top slat iron are hidden in inside wall, increase structure integral rigidity, be resistant to the main lateral resistant member of horizontal force, the Stiffness Deterioration of Core Walls Structure can be delayed, the ductility of Core Walls Structure is improved, so as to improve the anti-seismic performance of Core Walls Structure.
Description
Technical field
The utility model is related to building structure constructing technology field, especially a kind of steel-concrete Core Walls Structure shear wall.
Background technology
At present, in China's super-high building structure still based on core wall structure, using cast in situs mode, its manufacture stream
Journey is vibrated and later stage form removable, concrete curing etc. including reinforcing bar colligation, model sheetinstallat, concreting, field engineering amount
Greatly, work area is taken big.Its safety, quality, duration etc. are limited by operating environment to be difficult to ensure that and serious waste of resources.It is existing
Extensively, form and species are abundant, new high-quality, the prefabricated components product of different properties for stage China's prefabricated components application field
Quickly grow, but because working foundation is weak, Core Walls Structure shear wall is still based on cast-in-place mode, it is necessary to recognize entirely to develop shape
Gesture is still severeer, wherein being mainly faced with the shortcomings and deficiencies of following several respects：First, using cast in situs mode, scene
Workload is big, and airborne dust noise pollution is serious, and larger by natural environment influence, and the duration is more long, it is difficult to ensure construction speed；2nd,
Limited by site work environment, presentation quality is not attractive in appearance enough, project installation precision is not high, and quality causes anxiety at node, particularly splits
Seam is long-standing common quality defect；3rd, template system workload is big, long construction period and potential safety hazard is more；4th, tradition is prefabricated
Member dead weight is big, and anti-seismic performance is low, and the construction such as the colligation of traditional site concrete scene reinforcing bar, template support is wasted time and energy and resource wave
Take serious.
Utility model content
The purpose of this utility model is to overcome above-mentioned the deficiencies in the prior art, there is provided a kind of steel-concrete Core Walls Structure is cut
Power wall.The utility model coordinates that to pour wall prefabricated mixed by setting reinforced concrete column, steel frame beam, wall support skeleton, shear stud
Solidifying soil is formed, its flexible arrangement, can according to actual needs be adjusted flexibly spacing and the position of reinforced concrete column and steel frame beam, reinforced concrete column and
Steel frame beam is hidden in inside wall, increases structure integral rigidity, is resistant to the main lateral resistant member of horizontal force, can delay core
The Stiffness Deterioration of heart cylinder, improves the ductility of Core Walls Structure, so as to improve the anti-seismic performance of Core Walls Structure.Using functionally indoor nothing
Beam, pillar salient angle etc., increase building usable floor area, improve residence comfort and construction aesthetic perception.The utility model overall structure is steady
Qualitative strong, seismic behavior is high, and unfailing performance is good, assembles easy for installation, intense industrialization, quick assembling, reduction field operation
Amount, short construction period, prefabrication standardized production, component difference is small, and control errors improve architecture quality in grade.
To achieve the above object, the utility model uses following technical proposals：A kind of steel-concrete Core Walls Structure shear wall,
It includes multiple reinforced concrete columns being vertically arranged and the steel frame beam being connected between multiple reinforced concrete columns, the upper lower flange of the steel frame beam
Outside is uniformly distributed and is connected with multiple shear studs, the reinforced concrete column, steel frame beam, shear stud composition wall overall skeleton and wall
The periphery of body overall skeleton has additional wall steel bar mesh sheet, the reinforced concrete column, steel frame beam, the wall entirety bone of shear stud composition
Frame and wall steel bar mesh sheet are prefabricated concrete parcel.
Preferably, wall support skeleton is also associated between the reinforced concrete column and steel frame beam.
Preferably, it is uniformly distributed on the lateral wall of the wall support skeleton and is connected with multiple shear studs.
Preferably, welding opens up the inner bracket of bolt hole on the madial wall of the reinforced concrete column, is opened up on the steel frame beam
, with steel frame beam be connected inner bracket by high-strength bolt by the position bolt hole corresponding with inner bracket upper bolt hole position.
Preferably, the reinforced concrete column is made of welded H section steel or steel rectangle column, and steel frame beam is made of H profile steel, wall
Support frame is made of H profile steel.
The beneficial effects of the utility model are：The utility model by set reinforced concrete column, steel frame beam, wall support skeleton,
Shear stud coordinates and pours wall precast concrete and formed, its flexible arrangement, can be adjusted flexibly according to actual needs reinforced concrete column and
The spacing of steel frame beam and position, reinforced concrete column and steel frame beam are hidden in inside wall, increase structure integral rigidity, are resistant to horizontal force
Main lateral resistant member, can delay the Stiffness Deterioration of Core Walls Structure, the ductility of Core Walls Structure is improved, so as to improve the anti-of Core Walls Structure
Shock stability.Using functionally indoor without beam, pillar salient angle etc., increase building usable floor area, improve residence comfort with building
Aesthetic feeling.The utility model overall structure stability is strong, and seismic behavior is high, and unfailing performance is good, assembles easy for installation, height industry
Change, quick assembling, reduction field operation amount, short construction period, prefabrication standardized production, component difference are small, error control
System improves architecture quality in grade.
Brief description of the drawings
Fig. 1 is structural representation of the utility model without supporting form；
Fig. 2 is the structure structure schematic diagram that the utility model has supporting form；
Fig. 3 is the overlooking the structure diagram of Fig. 1；
Fig. 4 is the attachment structure schematic diagram of Core Walls Structure shear wall and structural beams；
Fig. 5 is the overlooking the structure diagram of Fig. 4.
Specific embodiment
The utility model is further illustrated with reference to the accompanying drawings and examples.
As shown in Figures 1 to 5, a kind of steel-concrete Core Walls Structure shear wall, it includes multiple reinforced concrete columns 1 being vertically arranged
And the steel frame beam 2 between multiple reinforced concrete columns 1 is connected to, the upper lower flange outside of the steel frame beam 2 is uniformly distributed and is connected with multiple
Shear stud 4, the periphery increasing of the reinforced concrete column 1, steel frame beam 2, the composition wall overall skeleton of shear stud 4 and wall overall skeleton
It is provided with wall steel bar mesh sheet 6, the reinforced concrete column 1, steel frame beam 2, the wall overall skeleton of the composition of shear stud 4 and wall steel bar net
Piece 6 is prefabricated concrete 5 and wraps up.
This kind of Core Walls Structure shear wall is that without supporting form, wherein can to strengthen wall overall skeleton pre- with wall for shear stud 4
The adhesion of concrete processed 5, improves shear behavior.
On the basis of above-mentioned technical proposal, wall support skeleton 3 is also associated between the reinforced concrete column 1 and steel frame beam 2.
It is arranged such, wall support skeleton 3 is set up between reinforced concrete column 1 and steel frame beam 2, this kind of Core Walls Structure shear wall is have support shape
Formula, the shear wall for having supporting form, it constitutes wall entirety by reinforced concrete column 1, steel frame beam 2, wall support skeleton 3, shear stud 4
Skeleton, the periphery of wall overall skeleton has additional wall steel bar mesh sheet 6 and pours wall precast concrete 5.Make in actually manufacture
Used time, according to building structure and design requirement to being selected or group without supporting form, the Core Walls Structure shear wall for having supporting form
Conjunction use meet it is actually used the need for.
On the basis of above-mentioned technical proposal, it is uniformly distributed on the lateral wall of the wall support skeleton 3 and is connected with multiple resisting
Cut peg 4.It is arranged such, the effect with shear stud 4 on steel frame beam 2 is identical, strengthens wall overall skeleton and precast concrete 5
Adhesion, improve shear behavior.
On the basis of above-mentioned technical proposal, welding opens up the inner bracket 71 of bolt hole on the madial wall of the reinforced concrete column 1,
The position bolt hole corresponding with the upper bolt hole position of inner bracket 71 is opened up on the steel frame beam 2, by high-strength bolt 8 by interior ox
Leg 71 is connected with steel frame beam 2.It is arranged such, is bolted mode and reinforced concrete column 1 is attached with steel frame beam 2, convenient peace
Dress assembling, reduces difficulty of construction, meets practice of construction demand.
On the basis of above-mentioned technical proposal, the reinforced concrete column 1 is made of welded H section steel or steel rectangle column, and steel frame beam 2 is adopted
It is made of H profile steel, wall support skeleton 3 is made of H profile steel.It is arranged such, convenient material drawing, structural stability is good, meets real
Border uses needs.
As shown in Figure 4, Figure 5, the utility model steel-concrete Core Walls Structure shear wall, during actually manufacture use,
Constructed according to structure and design, specification needs, the structural beams 9 of Core Walls Structure shear wall and building body can be attached fixation,
The affixed outer bracket 72 for opening up bolt hole, opens up position with outer ox on the type steel skeleton of structural beams 9 specially on reinforced concrete column 1
, with structural beams 9 be connected outer bracket 72 by high-strength bolt 8 by the corresponding bolt hole in the upper bolt hole position of leg 72, and then by core
Heart cylinder shear wall is attached fixation with the structural beams 9 of building body, meets actually used needs.
A kind of steel-concrete Core Walls Structure shear wall of the utility model is referred to as " SC Core Walls Structures shear wall ", wherein " SC " is
The english abbreviation of " steel-concrete ", " S " is the english abbreviation of " steel ", and " C " is the english abbreviation of " concrete ".It is by reinforced concrete column
1st, steel frame beam 2, wall support skeleton 3, the cooperation of shear stud 4 pours wall precast concrete 5 and is formed.Its flexible arrangement, can root
According to spacing and position that reinforced concrete column 1 and steel frame beam 2 is adjusted flexibly is actually needed, reinforced concrete column 1 and steel frame beam 2 are hidden in wall
Portion, exposes without beam column, can increase the indoor usable floor area in building, improves residence comfort and construction aesthetic perception.Wall entirety bone
The wall steel bar mesh sheet 6 of frame outer wrapping and wall precast concrete 5 are using the high-grade concrete being computed and up to specification
Reinforcing bar is constituted, and concrete is perfect with standardization arrangement of reinforcement to arrange in pairs or groups, and with reference to the born node advantage of steel construction, reaches prefabricated rate industrialization high
Residential standard.
Limitation to the utility model protection domain, one of ordinary skill in the art should be understood that in skill of the present utility model
On the basis of art scheme, the various modifications or deformation that those skilled in the art make by need not paying creative work still exist
Within protection domain of the present utility model.
Claims (5)
1. a kind of steel-concrete Core Walls Structure shear wall, it is characterised in that：It includes multiple reinforced concrete columns (1) being vertically arranged and connects
Be connected on the steel frame beam (2) between multiple reinforced concrete columns (1), the upper lower flange outside of the steel frame beam (2) be uniformly distributed be connected with it is many
Individual shear stud (4), the reinforced concrete column (1), steel frame beam (2), shear stud (4) composition wall overall skeleton and wall entirety bone
The periphery of frame has additional wall steel bar mesh sheet (6), and the wall that the reinforced concrete column (1), steel frame beam (2), shear stud (4) are constituted is whole
Body skeleton and wall steel bar mesh sheet (6) are prefabricated concrete (5) parcel.
2. a kind of steel-concrete Core Walls Structure shear wall according to claim 1, it is characterised in that：In the reinforced concrete column (1)
Wall support skeleton (3) is also associated between steel frame beam (2).
3. a kind of steel-concrete Core Walls Structure shear wall according to claim 2, it is characterised in that：The wall support bone
It is uniformly distributed on the lateral wall of frame (3) and is connected with multiple shear studs (4).
4. a kind of steel-concrete Core Walls Structure shear wall according to claim 1 or 3, it is characterised in that：The reinforced concrete column
(1) welding opens up the inner bracket (71) of bolt hole on madial wall, and position and inner bracket (71) are opened up on the steel frame beam (2)
, with steel frame beam (2) be connected inner bracket (71) by high-strength bolt (8) by the corresponding bolt hole in upper bolt hole position.
5. a kind of steel-concrete Core Walls Structure shear wall according to claim 4, it is characterised in that：The reinforced concrete column (1) is adopted
It is made of welded H section steel or steel rectangle column, steel frame beam (2) is made of H profile steel, wall support skeleton (3) uses H profile steel system
Into.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621375416.2U CN206267355U (en) | 2016-12-15 | 2016-12-15 | A kind of steel concrete Core Walls Structure shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621375416.2U CN206267355U (en) | 2016-12-15 | 2016-12-15 | A kind of steel concrete Core Walls Structure shear wall |
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| Publication Number | Publication Date |
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| CN206267355U true CN206267355U (en) | 2017-06-20 |
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| CN201621375416.2U Active CN206267355U (en) | 2016-12-15 | 2016-12-15 | A kind of steel concrete Core Walls Structure shear wall |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108560567A (en) * | 2018-07-04 | 2018-09-21 | 沈阳建筑大学 | A kind of assembled reinforcing bar support bee nest ground-connecting-wall |
-
2016
- 2016-12-15 CN CN201621375416.2U patent/CN206267355U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108560567A (en) * | 2018-07-04 | 2018-09-21 | 沈阳建筑大学 | A kind of assembled reinforcing bar support bee nest ground-connecting-wall |
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