CN107246088A - A kind of prefabricated steel reinforced concrete shear walls - Google Patents
A kind of prefabricated steel reinforced concrete shear walls Download PDFInfo
- Publication number
- CN107246088A CN107246088A CN201710504222.0A CN201710504222A CN107246088A CN 107246088 A CN107246088 A CN 107246088A CN 201710504222 A CN201710504222 A CN 201710504222A CN 107246088 A CN107246088 A CN 107246088A
- Authority
- CN
- China
- Prior art keywords
- profile steel
- transverse slat
- steel
- riser
- reinforced concrete
- 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.)
- Pending
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Classifications
-
- 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
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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 present invention relates to building field, refer in particular to a kind of prefabricated steel reinforced concrete shear walls, including H profile steel, middle part transverse slat, middle part riser, girt, the middle part riser is vertically welded in above and below the transverse slat of middle part on two sides, the H profile steel is welded on the left and right sides of middle part transverse slat, and the side of H profile steel is vertical with middle part transverse slat, that is middle part riser is parallel with the side of H profile steel, some through holes are offered on the middle part riser, the side of H profile steel, the girt passes through from through hole, and the outermost side welding of girt and H profile steel.After said structure, it is ensured that the bulk strength of shear wall.
Description
Technical field
The present invention relates to building field, a kind of prefabricated steel reinforced concrete shear walls are refered in particular to.
Background technology
Traditional concrete structure construction scene is high to artificial degree of dependence, and timber applies more in construction, waste water,
Airborne dust etc. is seriously polluted, and energy resource utilization ratio is low, but the shear wall structure system in concrete structure, preferably anti-providing
While the rigidity of side, architectural composition is flexible.Particularly in residential structure, shear wall is relatively thin, can have with building segmenting wall body
Benefit is combined there is provided the comfortable interior space, and steel structure fireproofing and anti-corrosion cost are of a relatively high, but concrete structure fire protecting performance
Preferably, how to combine concrete shear force wall with the advantage of steel construction is that asking for solution is badly in need of in current architecture configuration field
Topic.
Therefore, the present inventor makes further research to this, develops a kind of prefabricated steel reinforced concrete shear walls, this case is thus
Produce.
The content of the invention
It is an object of the invention to provide a kind of prefabricated steel reinforced concrete shear walls, flexible layout, speed of application is fast, it is ensured that
The bulk strength of shear wall.
To achieve these goals, technical scheme is as follows：
A kind of prefabricated steel reinforced concrete shear walls, including H profile steel, middle part transverse slat, middle part riser, girt, it is described in
Portion's riser is vertically welded in above and below the transverse slat of middle part on two sides, and the H profile steel is welded on the left and right sides of middle part transverse slat, and H
The side of shaped steel is vertical with middle part transverse slat, i.e. middle part riser is parallel with the side of H profile steel, the middle part riser, the side of H profile steel
On offer some through holes, the girt passes through from through hole, and girt and H profile steel outermost side welding.
Further, the through hole is uniform and one-to-one in the distribution of middle part riser and H profile steel.
After such scheme, the present invention compared with prior art, with advantages below：
Steel and coagulation local soil type are formed into shear wall altogether, concrete can delay the flexing of steel plate, make steel strength
Fully played, steel confined concrete, make the anti-pressure ability body of concrete high, given full play to the tension of steel and mixed
Coagulate the resistance to compression of soil so that wall has very high bearing capacity, concrete also improves the rigidity of wall；Improve steel and coagulation
The switching performance of soil, prevents two kinds of materials from occurring bond-slip destruction, plays the performance of this wall and is ensured.
Brief description of the drawings
Fig. 1 is the schematic diagram of the present invention；
Fig. 2 is the schematic diagram after concrete perfusion；
Fig. 3 is the schematic diagram of middle part riser；
Label declaration
H profile steel 1, middle part transverse slat 2, middle part riser 3, girt 4, through hole 5.
Embodiment
The present invention is further illustrated with specific embodiment below in conjunction with the accompanying drawings.
As illustrated, a kind of prefabricated steel reinforced concrete shear walls, including H profile steel 1, middle part transverse slat 2, middle part riser 3, level
Pull bar 4, middle part riser 3 is vertically welded in middle part transverse slat about 2 on two sides, and H profile steel 1 is welded on the left and right of middle part transverse slat 2
Both sides, and the side of H profile steel 1 is vertical with middle part transverse slat 2, i.e. middle part riser 3 is parallel with the side of H profile steel 1, only illustrates in figure
The situation of one row middle part riser 3, but in fact, riser 3 in the middle part of several columns can be set between two H profile steels 1.It is perpendicular at middle part
Offer some through holes 5 on plate 3, on the side of H profile steel 1, through hole 5 the distribution of middle part riser 3 and H profile steel 1 be it is uniform and
Correspondingly, girt 4 passes through from through hole 5, and girt 4 and the outermost side of H profile steel 1 are welded.
After said structure is completed, then Concrete Filled is carried out, improve the switching performance of steel and concrete, both had
Tension cuts performance, while having load performance again, and overall structure structure, each component is easy to process, moreover it is possible to prevent two kinds of materials
Bond-slip destruction occurs between material, plays the performance of this wall and is ensured.
The specific embodiment of the present invention is above are only, while involved such as " upper and lower, left and right, centre " in all present invention
Deng word, only it is used as with reference to not absolute limit, all changes that unsubstantiality is carried out using the present invention, all should belong to and invade this hair
The behavior of bright protection domain.
Claims (2)
1. a kind of prefabricated steel reinforced concrete shear walls, it is characterised in that：Drawn including H profile steel, middle part transverse slat, middle part riser, level
Bar, the middle part riser is vertically welded in above and below the transverse slat of middle part on two sides, and the H profile steel is welded on the left and right of middle part transverse slat
Both sides, and the side of H profile steel is vertical with middle part transverse slat, i.e. middle part riser is parallel with the side of H profile steel, the middle part riser, H types
Some through holes are offered on the side of steel, the girt passes through from through hole, and the outermost side of girt and H profile steel
Weld on side.
2. a kind of prefabricated steel reinforced concrete shear walls according to claim 1, it is characterised in that：The through hole is perpendicular at middle part
The distribution of plate and H profile steel is uniform and one-to-one.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710504222.0A CN107246088A (en) | 2017-06-28 | 2017-06-28 | A kind of prefabricated steel reinforced concrete shear walls |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710504222.0A CN107246088A (en) | 2017-06-28 | 2017-06-28 | A kind of prefabricated steel reinforced concrete shear walls |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107246088A true CN107246088A (en) | 2017-10-13 |
Family
ID=60015190
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710504222.0A Pending CN107246088A (en) | 2017-06-28 | 2017-06-28 | A kind of prefabricated steel reinforced concrete shear walls |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107246088A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108560711A (en) * | 2018-06-05 | 2018-09-21 | 苏州光彩建筑钢品有限公司 | A kind of integrated-type steel moald-cavity convenient for site operation |
| WO2018201817A1 (en) * | 2017-05-04 | 2018-11-08 | 浙江绿筑集成科技有限公司 | Assemblable shear wall formed by steel/concrete components, and horizontal splicing method therefor |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4472919A (en) * | 1982-05-19 | 1984-09-25 | Con-Tex Elements, Inc. | Prefabricated building panel |
| CN204401822U (en) * | 2014-12-30 | 2015-06-17 | 长安大学 | A kind of built-in steel plate RPC compound shear wall |
| CN206090967U (en) * | 2016-03-15 | 2017-04-12 | 河南理工大学 | Perforation rib pull rod restraint double -layer steel plate concrete shear force wall |
| CN207048117U (en) * | 2017-06-28 | 2018-02-27 | 浙江绿筑集成科技有限公司 | A kind of prefabricated steel reinforced concrete shear walls |
-
2017
- 2017-06-28 CN CN201710504222.0A patent/CN107246088A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4472919A (en) * | 1982-05-19 | 1984-09-25 | Con-Tex Elements, Inc. | Prefabricated building panel |
| CN204401822U (en) * | 2014-12-30 | 2015-06-17 | 长安大学 | A kind of built-in steel plate RPC compound shear wall |
| CN206090967U (en) * | 2016-03-15 | 2017-04-12 | 河南理工大学 | Perforation rib pull rod restraint double -layer steel plate concrete shear force wall |
| CN207048117U (en) * | 2017-06-28 | 2018-02-27 | 浙江绿筑集成科技有限公司 | A kind of prefabricated steel reinforced concrete shear walls |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2018201817A1 (en) * | 2017-05-04 | 2018-11-08 | 浙江绿筑集成科技有限公司 | Assemblable shear wall formed by steel/concrete components, and horizontal splicing method therefor |
| CN108560711A (en) * | 2018-06-05 | 2018-09-21 | 苏州光彩建筑钢品有限公司 | A kind of integrated-type steel moald-cavity convenient for site operation |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20171013 |
|
| RJ01 | Rejection of invention patent application after publication |