CN205954929U - Novel folding type shear force wall - Google Patents
Novel folding type shear force wall Download PDFInfo
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- CN205954929U CN205954929U CN201620753276.1U CN201620753276U CN205954929U CN 205954929 U CN205954929 U CN 205954929U CN 201620753276 U CN201620753276 U CN 201620753276U CN 205954929 U CN205954929 U CN 205954929U
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- profiled sheet
- honeycomb hole
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Abstract
The utility model provides a novel folding type shear force wall, is applicable to engineering field building. It includes double -deck precast concrete component, horizontal reinforcement and cast in situ concrete. Double -deck precast concrete component is become with concrete placement respectively by two parts edge of a wing of honeycomb holes profiled sheet, just pre -buried longitudinal reinforcement in the concrete. Folding type shear force wall splices double -deck precast concrete component, and the hole cut through through the honeycomb holes profiled sheet inserts the horizontal reinforcement, and reuse cast in situ concrete is whole to be watered together. The honeycomb holes profiled sheet had both played the effect of support, and the edge of a wing can play the effect of longitudinal reinforcement, and the web then provides the stronger effect of shearing. The utility model discloses the shaping of being under construction fast of shear force wall can be realized, and the template need not be set up, the work of the reinforcement placing that can significantly reduce simultaneously, and the atress is reasonable, has better economic benefits.
Description
Technical field
This utility model is related to a kind of shear wall, and the vertical load-bearing being particularly suited in a kind of engineering field building structure makes
The box-like shear wall of novel stack.
Background technology
In existing composite plate shear wall, due to adopting steel bar girder or adopting setting vertical reinforcement and pre-buried steel more
Muscle carries out the whole mode pouring connection, realizes two-layer precoated plate and the whole of cast-in-place concrete pours bonding.The former by steel bar girder Lai
Pour with two-layer precoated plate and operate more difficult, the complicated and inconvenient construction of the latter's construction.Still do not have at present one kind enable easy construction,
Splicing is easy, the superposed type shear wall structure of reasonable stress.
Country promotes the application of steel construction, particularly lightweight steel construction energetically in building trade at present.Cold bending thin wall steel plate is made
For one kind therein, apply it in shear wall structure, promote the application of lightweight steel construction further.
Content of the invention
For the weak point of above-mentioned technology, provide a kind of structure simple, convenient construction, formwork and reinforcement placing few, be subject to
The box-like shear wall of power novel stack of good performance.
For achieving the above object, the box-like shear wall of novel stack of the present utility model, it includes honeycomb hole profiled sheet and pours
In the upper and lower two-layer concrete floor of honeycomb hole profiled sheet, described concrete floor is the concrete structure of pre-buried longitudinal reinforcement for casting
Become, described honeycomb hole profiled sheet is the waveform sheet metal being bent into " several " font, described honeycomb hole profiled sheet includes waveform
The web that steel-sheet " several " font is constituted and both sides are provided with the overhanging edge of a wing, and the described overhanging edge of a wing bends 90 degree becomes horizontal,
During multiple honeycomb hole profiled sheet splicing, the overhanging edge of a wing of honeycomb hole profiled sheet side leans out mutually two-by-two and reaches mutual splicing
Honeycomb hole profiled sheet component at below and fixed by concrete；The hollow hole of the horizontal direction on honeycomb hole profiled sheet
It is installed with many horizontal reinforcements, the overhanging edge of a wing of two-part up and down web of honeycomb hole profiled sheet is mixed with upper and lower two pieces respectively in hole
Concrete board pours bonding, is filled with filling concrete in the space between two-layer concrete slab, and filling concrete is by honeycomb pore pressure
Shape steel plate is closed.
The cut-out openings of cellular regular distribution are all had on the web of described honeycomb hole profiled sheet 2 and the overhanging edge of a wing 5,
Described cut-out openings are hexagonal hole or circular hole；The described overhanging edge of a wing 5 is that the steel plate of waveform sheet metal both sides of the edge is curved twice
Folding is constituted, and makes the overhanging edge of a wing 5 form tip-tilted hook arrangement, and during multiple honeycomb hole profiled sheets 2 splicing, horizontal reinforcement 4 is from engraving
Pass through in hollow bore, improve the intensity of the overhanging edge of a wing 5 stitching portion；Described horizontal reinforcement 4 passes through the hollow out of honeycomb hole profiled sheet 2
Hole and using thin wire fixed position so as to be close to concrete slab 1 to be close to concrete slab；On described honeycomb hole profiled sheet 2
The steel holding holes laterally opened are located proximate to waveform steel-sheet web position, effectively improve the intensity of honeycomb hole profiled sheet 2.
Beneficial effect：
(1) the cellular profiled sheet both sides that this utility model can use are provided with the overhanging edge of a wing, using the overhanging edge of a wing and water
Flat reinforcing bar is capable of quickly splicing cellular profiled sheet two-by-two, by the overhanging edge of a wing of honeycomb profiled sheet and another pre-
Component processed is whole to be poured, and realizes the splicing of component, easy construction, and is not required to additionally process；And using being located at cellular profiled sheet
The effect of both sides concrete slab shuttering supporting, greatly reduces the work of formwork and reinforcement placing, is capable of shear wall quick up and down
The purpose of construction molding, work progress environmental protection；
(2) honeycomb hole profiled sheet described in this utility model had both played the effect of support, and the overhanging edge of a wing can play vertical
To the effect of reinforcing bar, the web of honeycomb hole profiled sheet then provides stronger shearing resistance effect, the die mould of interior pouring concrete and perforate
Steel plate merges completely, and in the longitudinal reinforcement arranging in concrete slab in addition and honeycomb hole profiled sheet, the horizontal reinforcement of setting is effective
Improve bulk strength and reliability, there is preferable globality, structure stress is reasonable；
(3) the cellular profiled sheet in double layer concrete prefabricated components in this utility model is waveform hollow out steel plate,
Ensure that intensity in the case of reducing material weight and usage amount, economy is high, reliability is high
Brief description
Fig. 1 is the structural representation of the box-like shear wall of this utility model novel stack；
Fig. 2 is the structural representation of honeycomb hole profiled sheet described in the utility model；
Fig. 3 is the structural representation of this utility model double layer concrete prefabricated components；
Fig. 4 is the splicing schematic diagram of two blocks of double layer concrete prefabricated components of this utility model；
Fig. 5 is this utility model novel stack box-like shear wall detail of construction.
In figure：1- concrete slab, 2- honeycomb hole profiled sheet, 3- longitudinal reinforcement, 4- horizontal reinforcement, the overhanging edge of a wing of 5-, 6-
Filling concrete.
Specific embodiment
With reference to the accompanying drawings and examples this utility model is further illustrated.
As depicted in figs. 1 and 2, the box-like shear wall of novel stack of the present utility model, it includes honeycomb hole profiled sheet 2 and pours
Casting two-layer concrete floor 1 about 2 in honeycomb hole profiled sheet, described concrete floor 1 is the coagulation of pre-buried longitudinal reinforcement 3
Soil is constituted, and honeycomb hole profiled sheet 2 is the waveform sheet metal being bent into " several " font as described in Figure 3, described honeycomb hole die mould steel
Plate 2 includes the web of waveform steel-sheet " several " font composition and both sides are provided with the overhanging edge of a wing 5, the described overhanging edge of a wing 5 bending 90
Degree becomes horizontal, as shown in figure 4, during the splicing of multiple honeycomb hole profiled sheet 2, the overhanging wing of honeycomb hole profiled sheet 2 side
Edge 5 is leant out mutually below at honeycomb hole profiled sheet 2 component reaching mutual splicing two-by-two and is fixed by concrete；Honeycomb hole
It is installed with many horizontal reinforcements 4 in the cut-out openings of the horizontal direction on profiled sheet 2, two up and down of honeycomb hole profiled sheet 1
The overhanging edge of a wing of web 5 divided pours bonding with upper and lower two concrete slab 1 respectively, fills in the space between two-layer concrete slab 1
It is filled with filling concrete 6, honeycomb hole profiled sheet 2 is closed by filling concrete 6.
The cut-out openings of cellular regular distribution are all had on the web of described honeycomb hole profiled sheet 2 and the overhanging edge of a wing 5,
Described cut-out openings are hexagonal hole or circular hole；The described overhanging edge of a wing 5 is that the steel plate of waveform sheet metal both sides of the edge is curved twice
Folding is constituted, and makes the overhanging edge of a wing 5 form tip-tilted hook arrangement, as shown in figure 5, water during the splicing of multiple honeycomb hole profiled sheet 2
Flat reinforcing bar 4 passes through from cut-out openings, improves the intensity of the overhanging edge of a wing 5 stitching portion；Described horizontal reinforcement 4 passes through honeycomb hole die mould
The cut-out openings of steel plate 2 and using thin wire fixed position so as to be close to concrete slab 1 to be close to concrete slab；Described honeycomb hole
The steel holding holes laterally opened on profiled sheet 2 are located proximate to waveform steel-sheet web position, effectively improve honeycomb hole die mould
The intensity of steel plate 2.
Described honeycomb hole profiled sheet 2 is the cut-out openings that web and the edge of a wing all have regular distribution, is to ensure that mixed
Solidifying soil and profiled sheet are effectively bondd, and can guarantee that rational force request, cut-out openings pass can using hexagonal hole,
Circular hole or other passes, all as shown in the Examples.
The splicing of described prefabricated components is to reach on another component after the edge of a wing 5 being overhang by a side member is bent, then
Realized by whole pouring concrete.
Described horizontal reinforcement 4 is through profiled sheet hole, and level is close to be arranged in the mixed of profiled sheet both sides respectively
At concrete board 1.With thin wire, horizontal reinforcement can be fixed on honeycomb hole profiled sheet during construction, prevent position in casting process
The changing of the relative positions.
Claims (5)
1. a kind of superposed type shear wall it is characterised in that：It includes honeycomb hole profiled sheet (2) and casts in honeycomb hole die mould steel
The upper and lower two-layer concrete floor (1) of plate (2), described concrete floor (1) is that the concrete of pre-buried longitudinal reinforcement (3) is constituted,
Described honeycomb hole profiled sheet (2) is the waveform sheet metal being bent into " several " font, and described honeycomb hole profiled sheet (2) includes ripple
The web that shape steel-sheet " several " font is constituted and both sides are provided with the overhanging edge of a wing (5), and the described overhanging edge of a wing (5) bends 90 degree to be become
Horizontal, during multiple honeycomb hole profiled sheet (2) splicing, the overhanging edge of a wing (5) of honeycomb hole profiled sheet (2) side is mutual two-by-two
Lean out and reach below at honeycomb hole profiled sheet (2) component of mutual splicing and fixed by concrete；Honeycomb hole profiled sheet
(2) it is installed with many horizontal reinforcements (4), two parts up and down of honeycomb hole profiled sheet (1) in the cut-out openings of the horizontal direction on
The overhanging edge of a wing of web (5) pour bonding, the space between two-layer concrete slab (1) with upper and lower two concrete slab (1) respectively
Inside it is filled with filling concrete (6), honeycomb hole profiled sheet (2) is closed by filling concrete (6).
2. according to claim 1 superposed type shear wall it is characterised in that：The web of described honeycomb hole profiled sheet (2) and
The cut-out openings of cellular regular distribution are all had on the overhanging edge of a wing (5), described cut-out openings are hexagonal hole or circular hole.
3. according to claim 1 superposed type shear wall it is characterised in that：The described overhanging edge of a wing (5) is waveform sheet metal
The steel plate of both sides of the edge bends composition twice, makes the overhanging edge of a wing (5) form tip-tilted hook arrangement, multiple honeycomb hole die mould steel
During plate (2) splicing, horizontal reinforcement (4) passes through from cut-out openings, improves the intensity of the overhanging edge of a wing (5) stitching portion.
4. according to Claims 2 or 3 superposed type shear wall it is characterised in that：Described horizontal reinforcement (4) passes through honeycomb pore pressure
The cut-out openings of shape steel plate (2) are simultaneously fixed using thin wire so as to be close to concrete slab (1) to be close to concrete slab, and use thin ferrum
Silk fixed position.
5. according to claim 1 superposed type shear wall it is characterised in that：Laterally open on described honeycomb hole profiled sheet (2)
Steel holding holes be located proximate to waveform steel-sheet web position, effectively improve the intensity of honeycomb hole profiled sheet (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620753276.1U CN205954929U (en) | 2016-07-15 | 2016-07-15 | Novel folding type shear force wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620753276.1U CN205954929U (en) | 2016-07-15 | 2016-07-15 | Novel folding type shear force wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205954929U true CN205954929U (en) | 2017-02-15 |
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ID=57971219
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620753276.1U Active CN205954929U (en) | 2016-07-15 | 2016-07-15 | Novel folding type shear force wall |
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| CN (1) | CN205954929U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049718A (en) * | 2016-07-15 | 2016-10-26 | 中国矿业大学 | Novel overlapping shear wall |
| CN111705949A (en) * | 2020-05-07 | 2020-09-25 | 中建材创新科技研究院有限公司 | Assembled wall body convenient to preparation |
-
2016
- 2016-07-15 CN CN201620753276.1U patent/CN205954929U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049718A (en) * | 2016-07-15 | 2016-10-26 | 中国矿业大学 | Novel overlapping shear wall |
| WO2018010522A1 (en) * | 2016-07-15 | 2018-01-18 | 中国矿业大学 | Novel superposed shear wall |
| CN106049718B (en) * | 2016-07-15 | 2019-10-18 | 中国矿业大学 | A kind of superposed type shear wall |
| CN111705949A (en) * | 2020-05-07 | 2020-09-25 | 中建材创新科技研究院有限公司 | Assembled wall body convenient to preparation |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |