CN209670127U - A kind of fabricated construction of prefabricated steel reinforced concrete shear walls - Google Patents
A kind of fabricated construction of prefabricated steel reinforced concrete shear walls Download PDFInfo
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- CN209670127U CN209670127U CN201920054234.2U CN201920054234U CN209670127U CN 209670127 U CN209670127 U CN 209670127U CN 201920054234 U CN201920054234 U CN 201920054234U CN 209670127 U CN209670127 U CN 209670127U
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- wall
- reinforced concrete
- skeleton
- concrete shear
- steel reinforced
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 83
- 239000010959 steel Substances 0.000 title claims abstract description 83
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 36
- 238000010276 construction Methods 0.000 title claims abstract description 26
- 239000004567 concrete Substances 0.000 claims abstract description 29
- 238000010008 shearing Methods 0.000 claims abstract description 28
- 238000011065 in-situ storage Methods 0.000 claims abstract description 13
- 238000005266 casting Methods 0.000 claims abstract description 6
- 210000003205 muscle Anatomy 0.000 claims description 28
- 230000003014 reinforcing effect Effects 0.000 claims description 19
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- 238000009415 formwork Methods 0.000 claims description 6
- 238000005452 bending Methods 0.000 claims description 5
- 229910052742 iron Inorganic materials 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 230000015271 coagulation Effects 0.000 claims 1
- 238000005345 coagulation Methods 0.000 claims 1
- 238000000034 method Methods 0.000 abstract description 6
- 230000002787 reinforcement Effects 0.000 abstract description 4
- 238000010586 diagram Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model discloses a kind of fabricated constructions of prefabricated steel reinforced concrete shear walls, belong to fabricated shear wall applied technical field, solve the problems, such as that existing shear wall structure intensity is low, Bar Anchorage is unstable, shear wall is easy to collapse when earthquake, be characterized in that: including shearing exterior wall buck plate, in-situ concrete wall, lacing wire skeleton, shearing interior wall buck plate and vertical steel ledges, the shearing exterior wall buck plate and shearing interior wall buck plate pass through high-strength bolt and are fixed on prefabricated steel reinforced concrete shear walls；Convenient that its stable structural strength is assembled and guaranteed to framework of steel reinforcement, then casting concrete forms in-situ concrete wall；Shear wall buck plate is fixed on inner sidewall and lateral wall, can accelerate the speed of application of prefabricated steel reinforced concrete shear walls, and the construction quality for improving steel concrete shear wall facilitates assembled work, improve work efficiency to greatly simplify working procedure.
Description
Technical field
The utility model relates to fabricated shear wall applied technical field, it is specifically related to a kind of prefabricated steel reinforced concrete and cuts
The fabricated construction of power wall.
Background technique
With the rapid development of building industrialization, country goes out the policy guidance and preferential policy of assembled-type house successively
Platform, assembly of integral shearing wall structure because its preferable globality, rigidity is big, bearing capacity is high the advantages that, in high-rise assembled knot
It is used widely in structure.The safety problem of assembly of integral shearing wall structure is also increasingly taken seriously, however the peace of structure
Not merely it is the quality of its component, while the connection being also contemplated that between prefabricated member entirely.
In building structure, shear wall is the core anti-seismic component of building structure, carries the earthquake of overall structure 80%
Effect, shear wall are also known as wind-resistant wall, seismic structural wall, earthquake resistant wall or structural wall, wind load are primarily subjected in house or structures or geological process is drawn
The wall of the horizontal loading and vertical load that rise, prevents structure shear from destroying, also known as seismic structural wall, earthquake resistant wall, generally makes of armored concrete
At it divides plane shear wall and cylinder shear wall, and plane shear wall is used for reinforced concrete frame structure, lift slab structure, Wu Liang
In floor system, and the connection structure that it is vertically stitched when building shear wall is mostly important.
But existing shear wall structure intensity is low, it is difficult to achieve the effect that antidetonation, it is internal to lack stable framework of steel reinforcement
Structure, and assembly difficulty, construction is inconvenient, so that its shear wall is easy to collapse when earthquake, builds out so as to cause whole
The phenomenon that now collapsing, it is difficult to achieve the effect that user wants, and be difficult in succession when connection, so that it is sheared
Wall needs to waste the excessive time when connection.
Therefore, it is necessary to design a kind of fabricated construction of prefabricated steel reinforced concrete shear walls, guarantee shear wall structure intensity
While, the convenience of construction is improved, avoids the problem that shear wall is easy appearance of collapsing when earthquake.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of prefabricated steel reinforced concretes to shear
The fabricated construction of wall, to solve the problems in above-mentioned background technique.
To achieve the above object, the utility model provides the following technical solutions:
A kind of fabricated construction of prefabricated steel reinforced concrete shear walls, including shearing exterior wall buck plate, cast-in-place concrete wall
Body, lacing wire skeleton, shearing interior wall buck plate and vertical steel ledges, the shearing exterior wall buck plate and shearing interior wall buck plate are logical
It crosses high-strength bolt to be fixed on prefabricated steel reinforced concrete shear walls, in-situ concrete wall, lacing wire skeleton and vertical steel ledges are equal
It is arranged in prefabricated steel reinforced concrete shear walls, the vertical steel ledges includes wall vertical bar, fixing muscle and steel skeleton brace,
Fixing muscle is fixed between two wall vertical bars arranged in parallel, forms wall vertical bar skeleton, two arranged in parallel
Wall vertical bar between be connected with several fixing muscles, fixing muscle equidistantly distributed from top to bottom connects between vertical steel ledges
There is lacing wire skeleton, vertical steel ledges and the lacing wire skeleton two sides being attached thereto pass through iron wire and are banded with precast reinforced net, prefabricated
Formwork for placing is equipped on the outside of steel mesh, casting concrete forms in-situ concrete wall between formwork for placing.
It is welding or fixing muscle end between the fixing muscle and wall vertical bar as further program of the utility model
Bending banding is in wall vertical bar.
As further program of the utility model, several are connected between two wall vertical bars arranged in parallel
Fixing muscle, fixing muscle equidistantly distributed from top to bottom.
As further program of the utility model, wall vertical bar skeleton is along prefabricated steel reinforced concrete shear wall length direction
Equidistantly distributed, steel skeleton brace are the reinforcing bar composition of two intersections, and the both ends of reinforcing bar are respectively welded at wall vertical bar skeleton
Wall vertical bar on.
As further program of the utility model, the steel skeleton brace in the vertical steel ledges is several and edge
Wall vertical bar skeleton equidistantly distributed from bottom to top.
As further program of the utility model, the lacing wire skeleton includes drag hook, reinforcing bar bearing diagonal and lateral lacing wire,
The both ends of two lateral lacing wires are bent into drag hook, and drag hook is fixed in the fixing muscle of lacing wire skeleton, and reinforcing bar bearing diagonal is welded on
Between lateral lacing wire, reinforcing bar bearing diagonal is made of the reinforcing bar of two cross welds.
As further program of the utility model, lacing wire skeleton quantity between the vertical steel ledges be several and
Spaced set from bottom to top.
It is outer by the fixed shearing of high-strength bolt on in-situ concrete wall outer wall as further program of the utility model
Wall buck plate passes through the fixed deadening felt of high-strength bolt and shearing interior wall buck plate on in-situ concrete wall inner wall.
As further program of the utility model, the shearing exterior wall buck plate splices board group by the assembly successively spliced
At assembly splice plate two sides are equipped with splicing boss, and assembly splice plate side is equipped with plug I and plug II, plug I, assembly splicing
Bolt hole is offered on plate and plug II.
A kind of anti-seismic structure wall of the fabricated construction including the prefabricated steel reinforced concrete shear walls.
In conclusion the utility model has the advantages that compared with prior art
The fabricated construction of the prefabricated steel reinforced concrete shear walls of the utility model, structure is simple, easy to assembly, and convenient pair
Framework of steel reinforcement is assembled and is guaranteed its stable structural strength, and then casting concrete forms in-situ concrete wall；Inside
Shear wall buck plate is fixed on side wall and lateral wall, can accelerate the speed of application of prefabricated steel reinforced concrete shear walls, is improved
The construction quality of steel concrete shear wall facilitates assembled work, improves work efficiency to greatly simplify working procedure.
For the structure feature and effect for more clearly illustrating the utility model, come with reference to the accompanying drawing with specific embodiment pair
The utility model is described in detail.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of utility model.
Fig. 2 is the structural schematic diagram of lacing wire skeleton in utility model.
Fig. 3 is the structural schematic diagram of vertical steel ledges in utility model.
Fig. 4 is the structural schematic diagram that stirrup is connected in utility model.
Fig. 5 is the structural schematic diagram that exterior wall buck plate is sheared in utility model.
Appended drawing reference: 1- high-strength bolt, 2- shear exterior wall buck plate, the precast reinforced net of 3-, the horizontal steel skeleton of 4- wall, 5-
Bending part, 6- hook part, 7- in-situ concrete wall, 8- lacing wire skeleton, 9- wall vertical bar, the brace of 10- steel skeleton, 11- are solid
Determine muscle, 12- shearing interior wall buck plate, 13- deadening felt, 14- connection stirrup, 15- drag hook, 16- reinforcing bar bearing diagonal, 17- laterally to draw
Muscle, 18- vertical steel ledges, 21- plug I, 22- assembly splice plate, 23- plug II, 24- splice boss.
Specific embodiment
The technical solution of the utility model is described further in the following with reference to the drawings and specific embodiments.
Embodiment 1
Referring to FIG. 1 to FIG. 5, in the present embodiment, a kind of fabricated construction of prefabricated steel reinforced concrete shear walls, including shearing
Exterior wall buck plate 2, in-situ concrete wall 7, lacing wire skeleton 8, shearing interior wall buck plate 12 and vertical steel ledges 18, the shearing
Exterior wall buck plate 2 and shearing interior wall buck plate 12 are fixed on prefabricated steel reinforced concrete shear walls by high-strength bolt 1, cast-in-place
Concrete wall 7, lacing wire skeleton 8 and vertical steel ledges 18 are arranged in prefabricated steel reinforced concrete shear walls.
The vertical steel ledges 18 includes wall vertical bar 9, fixing muscle 11 and steel skeleton brace 10, and fixing muscle 11 is fixed on
It is welding between fixing muscle 11 and wall vertical bar 9 between two wall vertical bars 9 arranged in parallel；Two are parallel to each other and set
It is connected with several fixing muscles 11 between the wall vertical bar 9 set, the equidistantly distributed from top to bottom of fixing muscle 11 forms wall vertical bar
Skeleton, so that two wall vertical bars 9 arranged in parallel are connected and fixed.
In order to further enhance firmness fixed between two wall vertical bars 9 arranged in parallel, wall vertical bar
Connection stirrup 14 is equipped between the wall vertical bar 9 arranged in parallel of two of skeleton, connection 14 both ends of stirrup are equipped with bending
Portion 5 simultaneously forms hook part 6, and hook part 6 is wound around in wall vertical bar 9 and by two 9 bandings of wall vertical bar arranged in parallel
It is fixed, further enhance the stability and structural strength of its connection.
The wall vertical bar skeleton is along prefabricated steel reinforced concrete shear wall length direction equidistantly distributed, wall vertical bar skeleton
Between vertical steel ledges 18 is connected to form by steel skeleton brace 10, steel skeleton brace 10 is the reinforcing bar groups of two intersections
At the both ends of reinforcing bar are respectively welded in the wall vertical bar 9 of wall vertical bar skeleton, and the steel skeleton in the vertical steel ledges 18 is oblique
Lacing wire 10 be several and along wall vertical bar skeleton equidistantly distributed from bottom to top, to form a firm vertical steel ledges
18。
Lacing wire skeleton 8 is connected between the vertical steel ledges 18, lacing wire skeleton 8 includes drag hook 15, reinforcing bar bearing diagonal 16
It is bent into drag hook 15 with the both ends of lateral lacing wire 17, two lateral lacing wires 17, drag hook 15 is fixed on the fixing muscle of lacing wire skeleton 8
On 11, reinforcing bar bearing diagonal 16 is welded between lateral lacing wire 17, and reinforcing bar bearing diagonal 16 is made of the reinforcing bar of two cross welds.
8 quantity of lacing wire skeleton between the vertical steel ledges 18 is several and spaced set from bottom to top, thus
Adjacent vertical steel ledges 18 is connected and fixed, structural strength is high.
The vertical steel ledges 18 and 8 two sides of lacing wire skeleton being attached thereto pass through iron wire and are banded with precast reinforced net 3,
Formwork for placing is equipped on the outside of precast reinforced net 3, casting concrete forms in-situ concrete wall 7 between formwork for placing, dismantles and pours
Building mould passes through the fixed shearing exterior wall buck plate 2 of high-strength bolt 1, cast-in-place concrete wall on 7 outer wall of in-situ concrete wall
Pass through the fixed deadening felt 13 of high-strength bolt 1 and shearing interior wall buck plate 12 on 7 inner wall of body.
The shearing exterior wall buck plate 2 is made of the assembly splice plate 22 successively spliced, and assembly 22 two sides of splice plate are equipped with
Splice boss 24, facilitates the splicing of adjacent assembly splice plate 22,22 side of assembly splice plate is equipped with plug I 21 and plug II
23 are used for the splicing of side；Bolt hole is offered on plug I 21, assembly splice plate 22 and plug II 23 for high-strength bolt 1
Installation is fixed.
Embodiment 2
Please refer to FIG. 1 to FIG. 5, in the present embodiment, a kind of anti-seismic structure wall, the dress including prefabricated steel reinforced concrete shear walls
With formula structure, between fixing muscle 11 and wall vertical bar 9 thereon are as follows: 11 end bending banding of fixing muscle is in wall vertical bar 9；In advance
Its of the fabricated construction of steel reinforced concrete shear walls processed is same as Example 1 with structure.
The fabricated construction of the prefabricated steel reinforced concrete shear walls of the utility model, structure is simple, easy to assembly, and convenient pair
Framework of steel reinforcement is assembled and is guaranteed its stable structural strength, and then casting concrete forms in-situ concrete wall；Inside
Shear wall buck plate is fixed on side wall and lateral wall, can accelerate the speed of application of prefabricated steel reinforced concrete shear walls, is improved
The construction quality of steel concrete shear wall facilitates assembled work, improves work efficiency to greatly simplify working procedure.
Technical principle of the utility model has been described above with reference to specific embodiments, is only the preferred implementation of the utility model
Mode.The protection scope of the utility model is not limited merely to above-described embodiment, technology belonging to the idea of the present invention
Scheme belongs to the protection scope of the utility model.Those skilled in the art, which does not need to pay for creative labor, to be associated
To other specific embodiments of the utility model, these modes are fallen within the protection scope of the utility model.
Claims (9)
1. a kind of fabricated construction of prefabricated steel reinforced concrete shear walls, including shearing exterior wall buck plate (2), cast-in-place concrete wall
Body (7), lacing wire skeleton (8), shearing interior wall buck plate (12) and vertical steel ledges (18), the shearing exterior wall buck plate (2) and
Shearing interior wall buck plate (12) is fixed on prefabricated steel reinforced concrete shear walls by high-strength bolt (1), cast-in-place concrete wall
Body (7), lacing wire skeleton (8) and vertical steel ledges (18) are arranged in prefabricated steel reinforced concrete shear walls, which is characterized in that institute
Stating vertical steel ledges (18) includes wall vertical bar (9), fixing muscle (11) and steel skeleton brace (10), and fixing muscle (11) is fixed on
Between two wall vertical bars (9) arranged in parallel, wall vertical bar skeleton, two wall vertical bars arranged in parallel are formed
(9) several fixing muscles (11) are connected between, fixing muscle (11) equidistantly distributed from top to bottom, between vertical steel ledges (18)
Be connected with lacing wire skeleton (8), vertical steel ledges (18) and lacing wire skeleton (8) two sides being attached thereto pass through iron wire be banded with it is pre-
Steel mesh (3) processed, precast reinforced net (3) outside are equipped with formwork for placing, and casting concrete forms cast-in-place coagulation between formwork for placing
Cob wall body (7).
2. a kind of fabricated construction of prefabricated steel reinforced concrete shear walls according to claim 1, which is characterized in that described
It is welding or fixing muscle (11) end bending banding between fixing muscle (11) and wall vertical bar (9) on wall vertical bar (9).
3. a kind of fabricated construction of prefabricated steel reinforced concrete shear walls according to claim 2, which is characterized in that two
Several fixing muscles (11) are connected between wall vertical bar (9) arranged in parallel, fixing muscle (11) is equidistant from top to bottom
Distribution.
4. a kind of fabricated construction of prefabricated steel reinforced concrete shear walls according to claim 3, which is characterized in that wall
For vertical bar skeleton along prefabricated steel reinforced concrete shear wall length direction equidistantly distributed, steel skeleton brace (10) is two intersections
Reinforcing bar composition, the both ends of reinforcing bar are respectively welded in the wall vertical bar (9) of wall vertical bar skeleton.
5. a kind of fabricated construction of prefabricated steel reinforced concrete shear walls according to claim 4, which is characterized in that described
Steel skeleton brace (10) in vertical steel ledges (18) be several and along wall vertical bar skeleton equidistantly distributed from bottom to top.
6. a kind of fabricated construction of -5 any prefabricated steel reinforced concrete shear walls, feature exist according to claim 1
In the lacing wire skeleton (8) includes drag hook (15), reinforcing bar bearing diagonal (16) and lateral lacing wire (17), two lateral lacing wires (17)
Both ends be bent into drag hook (15), drag hook (15) is fixed in the fixing muscle (11) of lacing wire skeleton (8), reinforcing bar bearing diagonal (16)
It is welded between lateral lacing wire (17), the reinforcing bar composition of reinforcing bar bearing diagonal (16) You Lianggen cross weld.
7. a kind of fabricated construction of prefabricated steel reinforced concrete shear walls according to claim 6, which is characterized in that described
Lacing wire skeleton (8) quantity between vertical steel ledges (18) is several and spaced set from bottom to top.
8. a kind of fabricated construction of prefabricated steel reinforced concrete shear walls according to claim 7, which is characterized in that cast-in-place
Pass through high-strength bolt (1) fixed shearing exterior wall buck plate (2), in-situ concrete wall (7) inner wall on concrete wall (7) outer wall
It is upper to pass through high-strength bolt (1) fixed deadening felt (13) and shearing interior wall buck plate (12).
9. a kind of fabricated construction of prefabricated steel reinforced concrete shear walls according to claim 8, which is characterized in that described
Shearing exterior wall buck plate (2) is made of the assembly splice plate (22) successively spliced, and it is convex that assembly splice plate (22) two sides are equipped with splicing
Platform (24), assembly splice plate (22) side be equipped with plug I (21) and plug II (23), plug I (21), assemble splice plate (22) and
Bolt hole is offered on plug II (23).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920054234.2U CN209670127U (en) | 2019-01-14 | 2019-01-14 | A kind of fabricated construction of prefabricated steel reinforced concrete shear walls |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920054234.2U CN209670127U (en) | 2019-01-14 | 2019-01-14 | A kind of fabricated construction of prefabricated steel reinforced concrete shear walls |
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| CN209670127U true CN209670127U (en) | 2019-11-22 |
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| CN201920054234.2U Expired - Fee Related CN209670127U (en) | 2019-01-14 | 2019-01-14 | A kind of fabricated construction of prefabricated steel reinforced concrete shear walls |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111070379A (en) * | 2019-12-30 | 2020-04-28 | 浙江宝红建筑工业化制造有限责任公司 | Production method of high-bearing easy-to-install composite beam |
| CN111764547A (en) * | 2020-06-11 | 2020-10-13 | 河海大学 | Prefabricated assembly type shear wall structure and manufacturing method thereof |
| CN113202211A (en) * | 2021-05-11 | 2021-08-03 | 陕西省建筑设计研究院(集团)有限公司 | Construction method of assembled oblique steel plate mesh cast-in-place concrete shear wall |
| CN113202210A (en) * | 2021-05-11 | 2021-08-03 | 陕西省建筑设计研究院(集团)有限公司 | Assembled slant steel sheet net piece cast in situ concrete shear force wall |
-
2019
- 2019-01-14 CN CN201920054234.2U patent/CN209670127U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111070379A (en) * | 2019-12-30 | 2020-04-28 | 浙江宝红建筑工业化制造有限责任公司 | Production method of high-bearing easy-to-install composite beam |
| CN111070379B (en) * | 2019-12-30 | 2021-09-28 | 浙江宝红建筑工业化制造有限责任公司 | Production method of high-bearing easy-to-install composite beam |
| CN111764547A (en) * | 2020-06-11 | 2020-10-13 | 河海大学 | Prefabricated assembly type shear wall structure and manufacturing method thereof |
| CN111764547B (en) * | 2020-06-11 | 2021-05-11 | 河海大学 | Prefabricated assembly type shear wall structure and manufacturing method thereof |
| CN113202211A (en) * | 2021-05-11 | 2021-08-03 | 陕西省建筑设计研究院(集团)有限公司 | Construction method of assembled oblique steel plate mesh cast-in-place concrete shear wall |
| CN113202210A (en) * | 2021-05-11 | 2021-08-03 | 陕西省建筑设计研究院(集团)有限公司 | Assembled slant steel sheet net piece cast in situ concrete shear force wall |
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Granted publication date: 20191122 |