CN106567475A - Steel and concrete composite shear wall and construction method thereof - Google Patents
Steel and concrete composite shear wall and construction method thereof Download PDFInfo
- Publication number
- CN106567475A CN106567475A CN201610943839.8A CN201610943839A CN106567475A CN 106567475 A CN106567475 A CN 106567475A CN 201610943839 A CN201610943839 A CN 201610943839A CN 106567475 A CN106567475 A CN 106567475A
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- steel plate
- shear wall
- steel
- flanging
- horizontal distribution
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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
-
- 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
-
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention discloses a steel and concrete composite shear wall which comprises two steel plate structures and a steel bar frame structure. The two steel plate structures are arranged at the two ends of the shear wall correspondingly. Each steel plate structure is a U-shaped steel plate. A folded edge is arranged on the longitudinal edge of each U-shaped steel plate, and the folded edge is folded in a right angle mode along the side face of the U-shaped steel plate. A plurality of first restraining horizontal tie bars are arranged between the folded edges. Corresponding longitudinal stiffening ribs are arranged on the inner walls of the U-shaped steel plates in the longitudinal direction. A plurality of second restraining horizontal tie bars are arranged between the longitudinal stiffening ribs. The steel bar frame structure is arranged between the two steel plate structures. According to the steel and concrete composite shear wall, the folded edge U-shaped steel plates arranged at the ends of the wall and concrete form a composite structure, and the bearing capacity and ductility of members are improved; the externally wrapped steel plates can serve as formwoks during wall concrete construction, thus the using quantity of construction formworks is decreased, and construction cost is reduced; and in addition, the construction method is simple, construction is facilitated, and the working efficiency is improved.
Description
Technical field
The present invention relates to building structure field, more particularly to a kind of steel and combined concrete shear wall and its construction method.
Background technology
Shear wall is important lateral resistant member in modern high-rise building.With constantly soaring, the shear wall of building height
The load for being undertaken also increases therewith, is particularly at the shear wall of highrise building fundus, except need to have great bearing capacity
Outside, should also have good ductile performance.And traditional reinforced concrete shear wall is no matter in mechanical property, or building
Functionally all it is difficult to meet higher requirement.Steel obtains larger with the conditions of less section with combined concrete shear wall
Bearing capacity and component ductility, be widely used in skyscraper.
At present, steel-concrete compound shear wall mainly include three major types, be respectively steel reinforced concrete shear walls, steel pipe mix
Solidifying local soil type's combination shearing wall, steel plate concrete combined shear wall, but these shear walls are no matter in terms of mechanical property, or in construction
Also there is certain deficiency in aspect.For steel reinforced concrete shear walls,《Reinforced concrete composite structure technical regulation》
(JGJ138-2001) way for specifying is that shaped steel (mostly I-beam) is arranged in confined boundary member, shaped steel mixing end
Solidifying soil is divided into many parts, and the outer concrete for being particularly its flange area is very thin, and this causes the coagulation in confined boundary member region
Soil be difficult perform to its due bearing capacity, furthermore as the section thickness of shear wall is limited, be also not easy to arrange shaped steel with
Connector between concrete；Steel plate concrete combined shear wall either adopts single steel plate or double steel plate is both needed to set in plate face
Put the construction measure being connected with concrete, common pin connection is clouded on whole face steel plate, greatly increased welding and
Difficulty of construction, and steel plate outer surface need to carry out corrosion resistant and fireproof area is significantly larger than other kinds of compound shear wall, increase
Construction costs；Effect of contraction of the shear wall framed with CFST columns due to steel pipe to pipe inner concrete, raising pipe that can be larger
The comprcssive strength of inner concrete, internal concrete also delay steel pipe local yielding destruction occur.But it is main in Practical Project at present
Two large problems to be had, first is to need to arrange shearing connecting piece between the concrete filled steel tube of end and wall body, and research shows that shearing connects
Between the strong and weak and structural bearing capacity of fitting, relation substantially, which increases design and construction difficulty；Second is the constraint of shear wall
Edge member length is relevant with wall limb length, axial compression ratio, seismic behavior, when confined boundary member is longer, common square steel tube
Requirement can not be met, such as its effect of contraction to core space concrete can also be substantially reduced using rectangular steel pipe, and in steel pipe
Wall sets up difficult with the connection measure of concrete.
The information for being disclosed in the background section is merely intended to increase the understanding of the general background to the present invention, and should not
When the prior art for being considered to recognize or imply the information structure in any form well known to persons skilled in the art.
The content of the invention
It is an object of the invention to provide a kind of steel and combined concrete shear wall, so as to overcome bearing capacity and ductility
Difference, shortcoming.
Another object of the present invention is to the construction method of steel and combined concrete shear wall.
For achieving the above object, the invention provides a kind of steel and combined concrete shear wall, including：Two steel plate knots
Structure, which is respectively arranged on the two ends of shear wall, and each described steel plate structure is U-shaped steel plate, and the U-shaped steel plate longitudinal edge is provided with folding
Side, the flanging are at right angles folded along the U-shaped steel plate side, and many first bound level lacing wires are provided between the flanging,
Corresponding longitudinal stiffener is respectively equipped with the longitudinal direction of the U-shaped steel plate inwall, many between the longitudinal stiffener, are provided with
Two bound level lacing wires；And reinforced frame structure, which is located between described two steel plate structures.
Preferably, in above-mentioned technical proposal, the reinforced frame structure includes many horizontal distribution reinforcing bars, many vertical distributions
Reinforcing bar and Duo Gen wall body lacing wires, the end of many horizontal distribution reinforcing bars is uniformly distributed and is fixed on the flanging, is located at
Between described two steel plate structures, many vertical distribution bar uniform verticals are distributed on the horizontal distribution reinforcing bar, institute
Wall body lacing wire is provided between the level connection joint point for stating vertical distribution bar and the horizontal distribution reinforcing bar.
Preferably, in above-mentioned technical proposal, the flanging is provided with multiple first bound level lacing holes and multiple levels
Distribution bar hole.
Preferably, in above-mentioned technical proposal, between the first bound level lacing hole and the horizontal distribution reinforced hole are in
Every distribution.
Preferably, in above-mentioned technical proposal, the end of the first bound level lacing wire is through first on the flanging
Bound level lacing hole, is fixed between the flanging.
Preferably, in above-mentioned technical proposal, the end of many horizontal distribution reinforcing bars is through the level on the flanging
Distribution bar hole, is fixed between described two steel plate structures.
Preferably, in above-mentioned technical proposal, the longitudinal stiffener is provided with multiple second bound level lacing holes, described
The end of the second bound level lacing wire is fixed at the longitudinal stiffener through the second bound level lacing hole.
A kind of steel and the construction method of combined concrete shear wall, comprise the following steps：
(1) first will be the U-shaped steel plate structure lifting for having bent in place；
(2) constructed by U-shaped steel plate flanging and the circular hole on longitudinal stiffener, the bound level lacing wire arranged in sleeper,
(3) after bound level lacing wire arrangement is completed, then the vertical distribution bar that wall body is set；
(4) after the completion for the treatment of vertical distributing reinforcement arrangement, the horizontal distribution muscle of wall body is arranged, the two ends of horizontal distribution muscle are inserted respectively
Enter in the part circular hole of U-shaped steel plate flanging, then install between the level connection joint point of vertical distribution bar and horizontal distribution reinforcing bar
Wall body lacing wire；
(5), after the wall body framework of steel reinforcement installation of steel and combined concrete shear wall, wall body template is closed, coagulation is poured
Soil.
Preferably, in above-mentioned technical proposal, the mode that arrangement installs bound level lacing wire in the step (2) be by down to
On, by inner and outer.
Preferably, in above-mentioned technical proposal, the step (4) installs the mode of horizontal distribution muscle for from the bottom to top.
Compared with prior art, the present invention has the advantages that：
(1) steel of the present invention and combined concrete shear wall, the U-shaped steel plate of flanging that body of wall end is arranged and concrete formation group
Structure is closed, the bearing capacity and ductility of component is improve；The steel plate of outsourcing may also function as template when walls concrete is constructed and make
With the usage amount of reduction construction formwork has saved construction cost.
(2) U-shaped section form can ensure the seriality of body of wall inner concrete, be not required to set up the common shearing of combinative structure
Connector, improves the convenience of construction；The connection that longitudinal stiffener on U-shaped steel plate can strengthen between steel plate and concrete is made
With, delay steel plate occur local buckling destruction.
(3) perforation configuration of flanging and longitudinal stiffener easily can arrange bound level lacing wire and body of wall water in sleeper
Divide cloth muscle equally, reduce colligation workload during construction, improve efficiency of construction.Bound level lacing wire can be in sleeper with U-shaped steel plate
Concrete forms hoop effect, improves the comprcssive strength of concrete.And construction method is simple, it is easy to construction, improves work efficiency.
Description of the drawings
Fig. 1 is the cross-sectional view of steel of the invention and combined concrete shear wall.
Fig. 2 is the part-structure schematic diagram of steel of the invention and combined concrete shear wall.
Fig. 3 is the plane graph that steel of the invention is launched with combined concrete shear wall light plate structure.
Fig. 4 is A-A profiles in the plane graph that Fig. 3 steel plate structures launch.
Fig. 5 is the structural representation of steel of the invention and combined concrete shear wall light plate structure.
Specific embodiment
Below in conjunction with the accompanying drawings, the specific embodiment of the present invention is described in detail, it is to be understood that the guarantor of the present invention
Shield scope is not limited by specific embodiment.
Explicitly indicate that unless otherwise other, otherwise in entire disclosure and claims, term " including " or its change
Change such as "comprising" or " including " etc. and will be understood to comprise stated element or ingredient, and do not exclude other units
Part or other ingredients.
As shown in Figures 1 to 5, a kind of steel and combined concrete shear wall according to the specific embodiment of the invention, including
Two steel plate structures 1 and the reinforced frame structure 2 between two steel plate structures 1.Two steel plate structures 1 are respectively arranged on shearing
Two ends of wall or so.
Each described steel plate structure is U-shaped steel plate 11, and the U-shaped steel plate longitudinal edge is provided with flanging 12, the flanging 12
At right angles fold along the U-shaped steel plate side, i.e., flanging 12 is bent inward, the angle of bending is 90 degree.Body of wall end is arranged
The U-shaped steel plate of crimping and concrete form combinative structure, improve the bearing capacity and ductility of component；The steel plate of outsourcing can also rise
Template action when constructing to walls concrete, reduces the usage amount of construction formwork, has saved construction cost.Install between flanging 12
There are many first bound level lacing wires 13, on the longitudinal direction of 11 inwall of U-shaped steel plate, be respectively equipped with corresponding longitudinal stiffener
14, many second bound level lacing wires 15 are installed between the longitudinal stiffener 14.Longitudinal stiffener on U-shaped steel plate can strengthen
Interconnection function between steel plate and concrete, delays steel plate that local buckling destruction occurs.
The reinforced frame structure 2 includes that many horizontal distribution reinforcing bars 21, many vertical distribution bars 22 and Duo Gen walls body draw
Muscle 23, the end of many horizontal distribution reinforcing bars 21 are uniformly distributed and are fixed on the flanging 12 of the U-shaped steel plate in left and right two ends, if
Between described two steel plate structures 1, many 22 uniform verticals of vertical distribution bar are distributed in the horizontal distribution reinforcing bar
On 21, between the level connection joint point of the vertical distribution bar 22 and the horizontal distribution reinforcing bar 21, wall body lacing wire 23 is provided with.
Preferably, the flanging 12 is provided with multiple first bound level lacing holes 16 and multiple horizontal distribution reinforced holes
17.The first bound level lacing hole 16 and the horizontal distribution reinforced hole 17 are in be spaced apart.First bound level lacing wire
13 both ends are fixed between the flanging 12 through the first bound level lacing hole 16 on the flanging 12.Many
The end of the horizontal distribution reinforcing bar 21 is fixed at described two steel through the horizontal distribution reinforced hole 17 on the flanging 12
Between hardened structure 2.The longitudinal stiffener 14 is provided with multiple second bound level lacing holes 18, and second bound level is drawn
The end of muscle 15 is fixed at the longitudinal stiffener 14 through the second bound level lacing hole 18.Crimping and longitudinal direction
The perforation configuration of ribbed stiffener easily can arrange bound level lacing wire and body of wall horizontal distribution muscle in sleeper, reduce when constructing
Colligation workload, improves efficiency of construction.
A kind of steel and the construction method of combined concrete shear wall, comprise the following steps：
(1) first the U-shaped steel plate structure 1 for having bent is lifted in place, the U-shaped steel plate structure 1 at shear wall two ends is both needed to lifting
It is in place；
(2) by more than 12 the first bound level lacing holes 16 of U-shaped steel plate flanging, and on longitudinal stiffener multiple second about
The circular hole construction of Shu Shuiping lacing holes 18, the first bound level lacing wire 16 arranged in sleeper and the second bound level lacing wire 18,
The mode for installing the first bound level lacing wire 16 and the second bound level lacing wire 18 is from the bottom to top, by inner and outer；
After (3) first bound level lacing wires 16 and the arrangement of the second bound level lacing wire 18 are completed, then the perpendicular of wall body is set
To distribution bar 22；
(4), after the completion for the treatment of that vertical distributing reinforcement 22 is arranged, the horizontal distribution muscle 21 of wall body, the two ends point of horizontal distribution muscle are arranged
Do not insert in multiple horizontal distribution reinforced holes 17 of U-shaped steel plate flanging, the mode of horizontal distribution muscle 21 is installed for from the bottom to top；
Wall body lacing wire 23 is installed between the level connection joint point of vertical distribution bar 22 and horizontal distribution reinforcing bar 21, wall body lacing wire 23 can be in level
Arranged when distribution bar 21 is installed simultaneously, to ensure that vertical distribution bar 22 and horizontal distribution reinforcing bar 21 form good reinforcing bar
Frame；
(5), after the wall body framework of steel reinforcement installation of steel and combined concrete shear wall, wall body side form is closed, coagulation is poured
Soil.In shear wall stress, the bound level lacing wire of arrangement in sleeper forms ring to sleeper concrete together with U-shaped steel plate structure
Hoop is acted on so that concrete is in Three-phase stress state, improves the comprcssive strength of concrete.Longitudinal stiffener construction can strengthen
Connection between concrete and encased steel plate, can preferably play the mechanical property of bi-material, lift combined effect.
It is aforementioned to the present invention specific illustrative embodiment description be in order to illustrate and illustration purpose.These descriptions
It is not wishing to limit the invention to disclosed precise forms, and it will be apparent that according to above-mentioned teaching, much can be changed
And change.The purpose of selecting and describing the exemplary embodiment is that explaining that the certain principles and its reality of the present invention should
With so that those skilled in the art can realize and using the present invention a variety of exemplaries and
A variety of selections and change.The scope of the present invention is intended to be limited by claims and its equivalents.
Claims (10)
1. a kind of steel and combined concrete shear wall, it is characterised in that include：
Two steel plate structures, which is respectively arranged on the two ends of shear wall, each described steel plate structure be U-shaped steel plate, the U-shaped steel plate
Longitudinal edge is provided with flanging, and the flanging is at right angles folded along the U-shaped steel plate side, and many first are provided between the flanging
Bound level lacing wire, is respectively equipped with corresponding longitudinal stiffener, the longitudinal stiffener on the longitudinal direction of the U-shaped steel plate inwall
Between be provided with many second bound level lacing wires；And
Reinforced frame structure, which is located between described two steel plate structures.
2. steel according to claim 1 and combined concrete shear wall, it is characterised in that the reinforced frame structure includes many
Root horizontal distribution reinforcing bar, many vertical distribution bars and Duo Gen wall body lacing wires, the end of many horizontal distribution reinforcing bars are uniform
Distribution is fixed on the flanging, between described two steel plate structures, many vertical distribution bar uniform verticals
It is distributed on the horizontal distribution reinforcing bar, is provided between the level connection joint point of the vertical distribution bar and the horizontal distribution reinforcing bar
Wall body lacing wire.
3. steel according to claim 2 and combined concrete shear wall, it is characterised in that the flanging is provided with multiple
One bound level lacing hole and multiple horizontal distribution reinforced holes.
4. steel according to claim 3 and combined concrete shear wall, it is characterised in that the first bound level lacing wire
Hole and the horizontal distribution reinforced hole are in be spaced apart.
5. steel according to claim 3 and combined concrete shear wall, it is characterised in that the first bound level lacing wire
End through the first bound level lacing hole on the flanging, be fixed between the flanging.
6. steel according to claim 3 and combined concrete shear wall, it is characterised in that many horizontal distribution reinforcing bars
End through the horizontal distribution reinforced hole on the flanging, be fixed between described two steel plate structures.
7. steel according to claim 1 and combined concrete shear wall, it is characterised in that the longitudinal stiffener is provided with
Multiple second bound level lacing holes, the end of the second bound level lacing wire are solid through the second bound level lacing hole
Surely between the longitudinal stiffener.
8. the construction method of a kind of steel as claimed in claim 1 and combined concrete shear wall, it is characterised in that including following step
Suddenly：
(1) first will be the U-shaped steel plate structure lifting for having bent in place；
(2) constructed by U-shaped steel plate flanging and the circular hole on longitudinal stiffener, the bound level lacing wire arranged in sleeper,
(3) after bound level lacing wire arrangement is completed, then the vertical distribution bar that wall body is set；
(4) after the completion for the treatment of vertical distributing reinforcement arrangement, the horizontal distribution muscle of wall body is arranged, U is inserted at the two ends of horizontal distribution muscle respectively
In the part circular hole of shape steel plate flanging, then between the level connection joint point of vertical distribution bar and horizontal distribution reinforcing bar install wall body
Lacing wire；
(5), after the wall body framework of steel reinforcement installation of steel and combined concrete shear wall, wall body template, casting concrete are closed.
9. the construction method of steel and combined concrete shear wall according to claim 8, it is characterised in that the step (2)
It is from the bottom to top, by inner and outer that middle arrangement installs the mode of bound level lacing wire.
10. the construction method of steel and combined concrete shear wall according to claim 8, it is characterised in that the step (4)
The mode of horizontal distribution muscle is installed for from the bottom to top.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201610943839.8A CN106567475B (en) | 2016-11-02 | 2016-11-02 | Steel and combined concrete shear wall and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610943839.8A CN106567475B (en) | 2016-11-02 | 2016-11-02 | Steel and combined concrete shear wall and its construction method |
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| CN106567475A true CN106567475A (en) | 2017-04-19 |
| CN106567475B CN106567475B (en) | 2019-06-14 |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106958308A (en) * | 2017-05-09 | 2017-07-18 | 沈阳建筑大学 | A kind of light steel foam concrete assembled wall of assembled and its application method |
| CN107780570A (en) * | 2017-10-03 | 2018-03-09 | 江苏联禹智能工程有限公司 | A kind of building intellectualization installing engineering isolated wall plate |
| CN109853793A (en) * | 2019-03-08 | 2019-06-07 | 华南理工大学 | A kind of self-compaction regeneration monolith overlapped shear wall and its construction method |
| CN110258858A (en) * | 2019-07-15 | 2019-09-20 | 湖北别一阁钢结构科技开发有限公司 | A kind of assembled modularization lightweight steel construction wall |
| CN110258857A (en) * | 2019-07-15 | 2019-09-20 | 湖北别一阁钢结构科技开发有限公司 | A kind of assembled modularization lightweight steel construction wall connecting construction and its construction method |
| CN110439143A (en) * | 2019-07-31 | 2019-11-12 | 华南理工大学 | A kind of reinforced concrete shear wall and construction method |
| CN115977295A (en) * | 2023-01-17 | 2023-04-18 | 福州大学 | Folding stainless steel-concrete composite board and construction method thereof |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN106958308A (en) * | 2017-05-09 | 2017-07-18 | 沈阳建筑大学 | A kind of light steel foam concrete assembled wall of assembled and its application method |
| CN107780570A (en) * | 2017-10-03 | 2018-03-09 | 江苏联禹智能工程有限公司 | A kind of building intellectualization installing engineering isolated wall plate |
| CN109853793A (en) * | 2019-03-08 | 2019-06-07 | 华南理工大学 | A kind of self-compaction regeneration monolith overlapped shear wall and its construction method |
| CN110258858A (en) * | 2019-07-15 | 2019-09-20 | 湖北别一阁钢结构科技开发有限公司 | A kind of assembled modularization lightweight steel construction wall |
| CN110258857A (en) * | 2019-07-15 | 2019-09-20 | 湖北别一阁钢结构科技开发有限公司 | A kind of assembled modularization lightweight steel construction wall connecting construction and its construction method |
| CN110439143A (en) * | 2019-07-31 | 2019-11-12 | 华南理工大学 | A kind of reinforced concrete shear wall and construction method |
| CN115977295A (en) * | 2023-01-17 | 2023-04-18 | 福州大学 | Folding stainless steel-concrete composite board and construction method thereof |
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| Publication number | Publication date |
|---|---|
| CN106567475B (en) | 2019-06-14 |
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