CN207633584U - A kind of steel plate concrete combined shear wall that the double truss make-ups of reinforcing bar are put more energy into - Google Patents
A kind of steel plate concrete combined shear wall that the double truss make-ups of reinforcing bar are put more energy into Download PDFInfo
- Publication number
- CN207633584U CN207633584U CN201721071792.7U CN201721071792U CN207633584U CN 207633584 U CN207633584 U CN 207633584U CN 201721071792 U CN201721071792 U CN 201721071792U CN 207633584 U CN207633584 U CN 207633584U
- Authority
- CN
- China
- Prior art keywords
- steel
- steel bar
- steel plate
- shear wall
- bar girder
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Abstract
The steel plate concrete combined shear wall that a kind of double truss make-ups of reinforcing bar of the utility model are put more energy into, shear wall wall body component include the steel bar girder of steel plate and setting on the steel plate；Steel bar girder includes steel bar girder bending part, steel bar girder interconnecting piece and the steel bar truss welding portion being connected with each other, and steel bar truss welding portion interval is fixed on the inner surface of steel plate, the oblique connection steel bar truss welding portion of steel bar girder interconnecting piece and steel bar girder interconnecting piece.By welded reinforcement truss on the steel plate, while bending part is set on steel bar girder, two blocks of steel plates are arranged oppositely and respective steel bar girder bending part buckles mutually, and the local buckling for preventing steel plate to be pressurized solves the problems, such as plate bursting when casting concrete；It realizes machine automatic welding, improves production efficiency, reduce energy consumption, reduce the complexity of site operation, the labor intensity for reducing worker reduces labor intensity using industrialized production in factory's manufacture, field device lifting progress prefabricated construction, poured in place concrete.
Description
Technical field
The utility model is related to technical field of building construction, and in particular to a kind of steel plate that the double truss make-ups of reinforcing bar are put more energy into is mixed
Solidifying local soil type combination shearing wall.
Background technology
In steel construction especially steel structure of housing building, steel plate combined shear wall is since rare dew column reveals indoors for it
Beam is easier to be received by vast resident family, be used in high residential building more extensively compared with steel frame, frame support structure building,
In JGJ380-2015《Steel plate shear force wall technical regulation》In, the wall encased steel plate of the steel plate combined shear wall of recommendation is filled out with interior
Connecting structure between concrete uses peg, T shapes ribbed stiffener, batten plate or split bolt these four connection types, can also
Mixing is using these types of connection type.It is the organigram of 5 kinds of steel plate combined shear walls as shown in Figure 1.Current steel plate
In compound shear wall, using it is most be peg connection because special bolt may be used in the welding in factory's peg and steel plate
Tack welding machine, highly specialized, welding quality stable is reliable, the production efficiency highest of worker；The form and mechanics of T shape ribbed stiffeners
Performance is similar with peg connection, and only T shapes ribbed stiffener welds no professional equipment, and welding efficiency is lower, both steel plate groups
Steel plate can keep flat welding when combination shearing wall welded connections, easy to process, and two panels steel plate connects with end plate group vertical position welding and processes
At.Except exterior wall body centre in wall end does not connect between the encased steel plate of both steel plate combined shear walls.Both steel plate combinations are cut
Power wall all has a problem that：Construct the disturbing concrete in steel plate wall when, to steel plate side wall generate pressure steel plate can be made past
External drum is bent, deforms；If once poured when smashing 3-4 floor heights, have the lateral pressure that 12 meters of liquid concretes generate also have shake it is additional
Pressure, this pressure value is very big, often will appear plate bursting.Because the effect of peg or T shape ribbed stiffeners is to make encased steel plate and interior
It fills out concrete and forms entirety, the two is prevented to be separated from each other.Under action of compressive stress, steel plate has occurs becoming for local buckling outward
Gesture, when design, only consider that the compression stage made peg and this part of T shape ribbed stiffeners undertakes pulling force.The width thickness ratios of design are
Peg and T shapes are put more energy into the steel plate width of intercostal and the ratio of thickness, and the pressured state lower steel plate of service stage plate can only be limited
Outside local buckling, but between the calculating width of the outside buckling of construction stage plate is the end cross steel plate of wall straight section
Spacing does not have between two pieces of encased steel plates connection to have to take measures the plate bursting of control steel plate.
Batten plate or split bolt are as the other two kinds of steel plate combined shear walls connected between steel plate, in concrete between steel plate
Just there is connection that can balance the lateral pressure of disturbing concrete before hardening, is not likely to produce plate bursting.But the welding of batten plate is to close
Space, processing and manufacturing it is difficult so what is used is few, split bolt steel plate the number of openings is big, on the outside of steel plate outside bolt head
Dew, shearing metope need post-processing, need a large amount of artificial.
A kind of steel plate of concrete perfusion in steel pipe bundle column shear wall structure and steel plate is also released in currently available technology
Compound shear wall form.Fig. 2 show the organigram of steel pipe bundle column shear wall.Steel pipe bundle column shear wall structure is fine to be solved
It has determined steel plate plate bursting problem, and develop special welding equipment to realize machine automatic welding, work efficiency is high.But per together
The welding capacity of wall is very big, and the mode of production determines just have twice vertically elongated weld seam, the life of weld seam fecund to lack every one fixed width
Sunken factor is just more, must independently pour closely knit, construction complexity in each closed cavity when disturbing concrete.
Therefore it needs to provide a kind of steel plate concrete combined shear wall that the double truss make-ups of reinforcing bar are put more energy into, solves to be listed above
Several steel plate combined shear wall Shortcomings in place of, the structure design and the factory that are applied to industrialization steel building manufacture and
It is prefabricated construction that building-site, which is built,.
Utility model content
The technical problem to be solved by the present invention is to provide the steel plate concrete groups that a kind of double truss make-ups of reinforcing bar are put more energy into
Combination shearing wall, using steel bar girder as connecting the steel plate concrete group put more energy between shear wall encased steel plate and concrete filled
Combination shearing wall solves the problems, such as steel bar truss welding difficulty and plate bursting when casting concrete on the inside of steel plate.
In order to solve the above technical problems, the utility model uses following technical proposals：
A kind of steel plate concrete combined shear wall that the double truss make-ups of reinforcing bar are put more energy into, including edge member and shear wall wall body
Component；The shear wall wall body component includes the steel bar girder of steel plate and setting on the steel plate；The steel bar girder includes mutual
Steel bar girder bending part, steel bar girder interconnecting piece and the steel bar truss welding portion of connection, steel bar truss welding portion interval are solid
It is scheduled on the inner surface of steel plate, the oblique connection steel bar truss welding portion of the steel bar girder interconnecting piece and steel bar girder interconnecting piece.
Preferably, the plane where the steel bar girder bending part and steel bar girder interconnecting piece and institute of steel bar truss welding portion
Plane it is vertical.
Preferably, the shear wall wall body component includes several steel bar girders, and the steel bar girder is vertically arranged in parallel,
Plane where the steel bar girder interconnecting piece and steel bar truss welding portion is vertical with steel plate.
Preferably, the shear wall wall body component includes two blocks of steel plates being arranged oppositely, the respective reinforcing bar purlin of two blocks of steel plates
Frame bending part buckles mutually.
Preferably, the steel bar truss welding portion is linear type.
Preferably, the height of the steel bar girder is the half of the sum of two pieces of steel plate spacing and steel bar girder diameter.
Preferably, the length of the steel bar girder is identical as the height of the steel plate.
Preferably, the edge member is closed type rectangular steel pipe or steel plate.
Preferably, the edge member and the shear wall wall body Component composition are at "-" type, T-type or L-type.
Preferably, casting concrete in the shear wall wall body component.
The beneficial effects of the utility model are as follows：
The steel plate concrete combined shear wall that a kind of double truss make-ups of reinforcing bar of the utility model are put more energy into as a result of with
By the welded reinforcement truss on steel plate surface, while bending part is arranged in upper technical solution on steel bar girder, two pieces of steel plate opposite directions
It is arranged and the respective steel bar girder bending part of two blocks of steel plates buckles mutually, solves in closing steel plate inner cavity welded reinforcement truss
Inconvenience, ensure the stabilization of steel plate and its bond constraint between concrete, solves the problems, such as plate bursting when casting concrete；It realizes
Machine automatic welding improves production efficiency, reduces energy consumption, reduces the complexity of site operation, reduce the labour of worker
Intensity, using industrialized production in factory's manufacture, field device lifting progress prefabricated construction, poured in place concrete
Reduce labor intensity.
Description of the drawings
Specific embodiment of the present utility model is described in further detail below in conjunction with the accompanying drawings.
Fig. 1 shows the organigram of 5 kinds of steel plate combined shear walls in the prior art of the utility model.
Fig. 2 shows the organigrams of the column shear wall of steel pipe bundle in the prior art of the utility model.
Fig. 3 shows the steel plate and steel bar truss welding structural schematic diagram of the utility model.
Fig. 4 shows the mutual buckle structure schematic diagram of steel bar girder bending part of two blocks of steel plates of the utility model.
Fig. 5 shows the cross-sectional view that the steel bar girder bending part of two blocks of steel plates of the utility model mutually buckles.
It is respectively marked in figure as follows：1 steel plate, 2 steel bar girders, 20 steel bar girder bending parts, 21 steel bar girder interconnecting pieces, 22 steel
Muscle truss welding portion, 3 concrete.
Specific implementation mode
In order to illustrate more clearly of the utility model, the utility model is done into one with reference to preferred embodiments and drawings
The explanation of step.Similar component is indicated with identical reference numeral in attached drawing.It will be appreciated by those skilled in the art that below
Specifically described content is illustrative and be not restrictive, and should not limit the scope of protection of the utility model with this.
Be as shown in Figure 1 the organigram of 5 kinds of steel plate combined shear walls in the prior art, at present wall encased steel plate with
Connecting structure between concrete filled uses peg, T shapes ribbed stiffener, batten plate, split bolt or more four kinds of connection types
Hybrid connections.Using it is most be the connection of the first peg, highly specialized, the production efficiency highest of worker, but pour mixed
Plate bursting is easy when solidifying soil；Second of T shape ribbed stiffeners connection, it is easy to process, but equally exist easy plate bursting when casting concrete
Problem；The third batten plate connects, will not plate bursting but processing difficulties；4th kind of split bolt connection, drilling processing amount are big, it is also necessary to
Handle the space of exerted bolt head with it is artificial；Problem of the 5th kind of Hybrid connections there is also above-mentioned four kinds of connection types respectively.
It is illustrated in figure 2 the organigram of steel pipe bundle column shear wall in the prior art, the U-shaped steel of steel pipe bundle column shear wall
The mode high degree of automation that plate web is directly connected to, but welding capacity is big, consumes a large amount of wlding and power.And disturbing concrete
Shi Bixu each independently pours in closed cavity closely knit, and construction is complicated.
As shown in Figure 3-Figure 5, the steel plate concrete combined shear that a kind of double truss make-ups of reinforcing bar of the utility model are put more energy into
Wall, including edge member and shear wall wall body component.The edge member is closed type rectangular steel pipe or steel plate.
The shear wall wall body component includes steel plate 1 and the steel bar girder 2 that is arranged on steel plate 1；The shear wall wall body
Component includes several steel bar girders 2, and the steel bar girder 2 is vertically arranged in parallel.The length of the steel bar girder 2 and the steel
The height of plate 1 is identical.The edge member is with the shear wall wall body Component composition at "-" type, T-type or L-type.
Casting concrete 3 in the shear wall wall body component.
The steel bar girder 2 includes steel bar girder bending part 20, steel bar girder interconnecting piece 21 and the reinforcing bar purlin being connected with each other
Frame weld part 22, the steel bar truss welding portion 22 are spaced the inner surface for being fixed on steel plate 1, and the steel bar girder interconnecting piece 21 is oblique
To connection steel bar truss welding portion 22 and steel bar girder interconnecting piece 20.
Plane where the steel bar girder bending part 20 and 22 institute of steel bar girder interconnecting piece 21 and steel bar truss welding portion
Plane it is vertical.Plane where the steel bar girder interconnecting piece 21 and steel bar truss welding portion 22 and putting down where steel plate 1
Face is vertical.
The shear wall wall body component includes two blocks of steel plates being arranged oppositely 1, two pieces of 1 respective steel bar girder of steel plate bendings
Portion 20 buckles mutually.
The steel bar truss welding portion 22 is linear type.
The height of the steel bar girder 2 is the half of the sum of two pieces of 1 spacing of steel plate and 2 diameter of steel bar girder.
The processing method of the steel bar girder 2 and steel plate 1：The steel bar truss welding portion 22 of the steel bar girder 2 directly with
Steel plate welds, and the non-solder end of the steel bar girder 2 is wedge angle type, by the non-solder end to 2 place plane excurvation of steel bar girder
90 ° of folding forms steel bar girder bending part 20.The steel plate 1 that two pieces have been welded several steel bar girders 2 is arranged oppositely so that
Two pieces of 1 respective steel bar girder bending parts 20 of steel plate after buckle, to casting concrete 3 in shear wall wall body component and are supported mutually
Shield.
Obviously, above-described embodiment of the utility model is only intended to clearly illustrate the utility model example, and
It is not the restriction to the embodiment of the utility model, for those of ordinary skill in the art, in above description
On the basis of can also make other variations or changes in different ways, all embodiments can not be exhaustive here,
Every the technical solution of the utility model changes and variations that derived from that belong to are still in the utility model
The row of protection domain.
Claims (8)
1. the steel plate concrete combined shear wall that a kind of double truss make-ups of reinforcing bar are put more energy into, it is characterised in that：
Including edge member and shear wall wall body component；
The shear wall wall body component includes two pieces of steel plates being arranged oppositely (1) and the steel that is separately positioned on two pieces of steel plates (1)
Muscle truss (2)；
The steel bar girder (2) includes steel bar girder bending part (20), steel bar girder interconnecting piece (21) and the reinforcing bar being connected with each other
Truss welding portion (22), steel bar truss welding portion (22) interval are fixed on the inner surface of steel plate (1), and the steel bar girder connects
The oblique connection steel bar truss welding portion (22) of socket part (21) and steel bar girder interconnecting piece (21)；
Plane where the steel bar girder bending part (20) and steel bar girder interconnecting piece (21) and steel bar truss welding portion (22)
The plane at place is vertical；
The respective steel bar girder bending part (20) of two pieces of steel plates (1) buckles mutually.
2. the steel plate concrete combined shear wall that a kind of double truss make-ups of reinforcing bar according to claim 1 are put more energy into, feature
It is：The shear wall wall body component includes several steel bar girders (2), and the steel bar girder (2) is vertically arranged in parallel, described
Plane where steel bar girder interconnecting piece (21) and steel bar truss welding portion (22) is vertical with steel plate (1).
3. the steel plate concrete combined shear wall that a kind of double truss make-ups of reinforcing bar according to claim 1 are put more energy into, feature
It is：The steel bar truss welding portion (22) is linear type.
4. the steel plate concrete combined shear wall that a kind of double truss make-ups of reinforcing bar according to claim 1 are put more energy into, feature
It is：The height of the steel bar girder (2) is the half of the sum of two pieces of steel plate (1) spacing and steel bar girder (2) diameter.
5. the steel plate concrete combined shear wall that a kind of double truss make-ups of reinforcing bar according to claim 1 are put more energy into, feature
It is：The length of the steel bar girder (2) is identical as the height of the steel plate (1).
6. the steel plate concrete combined shear wall that a kind of double truss make-ups of reinforcing bar according to claim 1 are put more energy into, feature
It is：The edge member is closed type rectangular steel pipe or steel plate.
7. the steel plate concrete combined shear wall that a kind of double truss make-ups of reinforcing bar according to claim 6 are put more energy into, feature
It is：The edge member is with the shear wall wall body Component composition at "-" type, T-type or L-type.
8. the steel plate concrete combined shear wall that a kind of double truss make-ups of reinforcing bar according to claim 7 are put more energy into, feature
It is：Casting concrete (3) in the shear wall wall body component.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721071792.7U CN207633584U (en) | 2017-08-25 | 2017-08-25 | A kind of steel plate concrete combined shear wall that the double truss make-ups of reinforcing bar are put more energy into |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721071792.7U CN207633584U (en) | 2017-08-25 | 2017-08-25 | A kind of steel plate concrete combined shear wall that the double truss make-ups of reinforcing bar are put more energy into |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207633584U true CN207633584U (en) | 2018-07-20 |
Family
ID=62861506
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721071792.7U Active CN207633584U (en) | 2017-08-25 | 2017-08-25 | A kind of steel plate concrete combined shear wall that the double truss make-ups of reinforcing bar are put more energy into |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207633584U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109898704A (en) * | 2018-09-07 | 2019-06-18 | 广东省建筑设计研究院 | A kind of band reinforcing bar Truss Steel board group combination shearing wall |
| CN110173063A (en) * | 2019-05-30 | 2019-08-27 | 常州工学院 | Punch Square Steel Tubes Truss profiled sheet shear wall and construction method |
| CN110469043A (en) * | 2019-09-05 | 2019-11-19 | 浙江大学建筑设计研究院有限公司 | A kind of steel plate combined shear wall and preparation method by the connection of intersection bending-type partition |
| CN111058552A (en) * | 2020-01-08 | 2020-04-24 | 北京和筑科技有限公司 | Resistance welding steel plate concrete shear wall |
| CN112878544A (en) * | 2019-11-29 | 2021-06-01 | 中冶(上海)钢结构科技有限公司 | Mi-shaped truss stiffening double-steel-plate combined shear structure of assembled steel structure building |
| CN113585550A (en) * | 2021-08-17 | 2021-11-02 | 中核能源科技有限公司 | Concrete wall with restrained shear-resistant ribs and hook connecting nodes and construction method |
| CN113622574A (en) * | 2021-06-30 | 2021-11-09 | 北京天邦巨成科技有限公司 | Method for assembling double-truss floor support plate |
| CN113718998A (en) * | 2021-07-29 | 2021-11-30 | 刘德伟 | Assembled double-layer steel plate concrete shear wall structure and manufacturing method thereof |
-
2017
- 2017-08-25 CN CN201721071792.7U patent/CN207633584U/en active Active
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109898704A (en) * | 2018-09-07 | 2019-06-18 | 广东省建筑设计研究院 | A kind of band reinforcing bar Truss Steel board group combination shearing wall |
| CN110173063A (en) * | 2019-05-30 | 2019-08-27 | 常州工学院 | Punch Square Steel Tubes Truss profiled sheet shear wall and construction method |
| CN110469043A (en) * | 2019-09-05 | 2019-11-19 | 浙江大学建筑设计研究院有限公司 | A kind of steel plate combined shear wall and preparation method by the connection of intersection bending-type partition |
| CN112878544A (en) * | 2019-11-29 | 2021-06-01 | 中冶(上海)钢结构科技有限公司 | Mi-shaped truss stiffening double-steel-plate combined shear structure of assembled steel structure building |
| CN111058552A (en) * | 2020-01-08 | 2020-04-24 | 北京和筑科技有限公司 | Resistance welding steel plate concrete shear wall |
| CN113622574A (en) * | 2021-06-30 | 2021-11-09 | 北京天邦巨成科技有限公司 | Method for assembling double-truss floor support plate |
| CN113622574B (en) * | 2021-06-30 | 2022-06-07 | 北京天邦巨成科技有限公司 | Method for assembling double-truss floor support plate |
| CN113718998A (en) * | 2021-07-29 | 2021-11-30 | 刘德伟 | Assembled double-layer steel plate concrete shear wall structure and manufacturing method thereof |
| CN113585550A (en) * | 2021-08-17 | 2021-11-02 | 中核能源科技有限公司 | Concrete wall with restrained shear-resistant ribs and hook connecting nodes and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207633584U (en) | A kind of steel plate concrete combined shear wall that the double truss make-ups of reinforcing bar are put more energy into | |
| CN108894363A (en) | Quarter bend corrugated steel shear wall and its component | |
| CN201351308Y (en) | Concrete special-shaped column equipped with solid-web steel plates-steel reinforced concrete beam frame joint | |
| CN106894523A (en) | A kind of connecting node of rectangular steel-tube concrete column and girder with rolled steel section en cased in concrete | |
| CN101457548A (en) | Node for connecting round steel tube concrete column with reinforced concrete floor and method for making same | |
| CN205024882U (en) | Prefabricated assembled shaped steel concrete shear force wall | |
| CN107489212A (en) | Exempt from the anti-shear buckling steel plate shear force wall of bearing capacity | |
| CN107143068A (en) | Steel plate concrete combined shear wall and construction method that a kind of steel bar girder is put more energy into | |
| CN208733868U (en) | A kind of quarter bend corrugated steel shear wall and its component | |
| CN208152311U (en) | A kind of two-sided folded type steel shear wall | |
| CN208105474U (en) | A kind of assembly node of upper and lower interior wall and floor | |
| CN207003719U (en) | A kind of prefabricated steel faced wall with steel bar girder | |
| CN106760105A (en) | Assembled composite floor and its installation method | |
| CN217870942U (en) | Beam column connecting structure | |
| CN207633572U (en) | The steel plate concrete combined shear wall that a kind of steel bar girder and fixed frame are put more energy into | |
| CN115853287A (en) | Forward and reverse combined construction method for large-span roof building in narrow site | |
| CN111608311B (en) | Large-span horizontal combined plate structure and preparation method thereof | |
| CN215907025U (en) | Connecting joint of U-shaped steel-clad concrete beam and steel-reinforced concrete precast column | |
| CN205776898U (en) | Overall assembled reinforced concrete shear wall structure system | |
| CN210439720U (en) | Reinforced structure for increasing cross section of concrete beam side | |
| CN112854474A (en) | Perforated annular shear connector and application thereof | |
| CN206707028U (en) | A kind of connecting node of rectangular steel-tube concrete column and girder with rolled steel section en cased in concrete | |
| CN112196141A (en) | Bolt rib mixed drawknot steel plate concrete combined shear wall and construction method | |
| CN206256585U (en) | Assembled composite floor | |
| CN220814406U (en) | Prefabricated assembled formwork shear wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |