CN106049718B - A kind of superposed type shear wall - Google Patents
A kind of superposed type shear wall Download PDFInfo
- Publication number
- CN106049718B CN106049718B CN201610562513.0A CN201610562513A CN106049718B CN 106049718 B CN106049718 B CN 106049718B CN 201610562513 A CN201610562513 A CN 201610562513A CN 106049718 B CN106049718 B CN 106049718B
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- CN
- China
- Prior art keywords
- honeycomb hole
- profiled sheet
- wing
- hole profiled
- 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.)
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- 230000002787 reinforcement Effects 0.000 claims abstract description 23
- 229910000831 Steel Inorganic materials 0.000 claims description 19
- 239000010959 steel Substances 0.000 claims description 19
- 239000002184 metal Substances 0.000 claims description 10
- 210000001015 abdomen Anatomy 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 12
- 230000000694 effects Effects 0.000 abstract description 4
- 238000010008 shearing Methods 0.000 abstract description 4
- 238000000465 moulding Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 4
- 210000003205 muscle Anatomy 0.000 description 4
- 238000005452 bending Methods 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000005266 casting Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000004927 fusion Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 230000000284 resting effect Effects 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
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
- E04B2/84—Walls made by casting, pouring, or tamping in situ
-
- 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
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
-
- 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
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8623—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers and at least one form leaf being monolithic
- E04B2/8629—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers and at least one form leaf being monolithic with both form leaves and spacers being monolithic
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
- E04C2/28—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups combinations of materials fully covered by groups E04C2/04 and E04C2/08
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
A kind of box-like shear wall of novel stack is suitable for engineering field and builds.It includes double layer concrete prefabricated components, horizontal reinforcement and cast-in-place concrete.The double layer concrete prefabricated components are two parts edges of a wing by honeycomb hole profiled sheet respectively with concreting institute at and the pre-buried longitudinal reinforcement in concrete.The superposed type shear wall is to splice double layer concrete prefabricated components, interts horizontal reinforcement by the hole of honeycomb hole profiled sheet, then poured together with cast-in-place concrete is whole.The honeycomb hole profiled sheet both plays the role of support, and the edge of a wing can play longitudinal reinforcement, and web then provides stronger shearing resistance effect.The present invention can be realized shear wall rapid construction molding, without setting up template, while can greatly reduce the work of reinforcement placing, and reasonable stress, have preferable economic benefit.
Description
Technical field
The present invention relates to a kind of shear wall, what the vertical load-bearing being particularly suitable in a kind of engineering field building structure used
Superposed type shear wall.
Background technique
In existing composite plate shear wall, due to mostly using steel bar girder or using setting vertical reinforcement and pre-buried steel
Muscle carries out the whole mode for pouring connection, realizes that two layers of prefabricated board and the whole of cast-in-place concrete pour bonding.The former by steel bar girder come
It is poured with two layers of prefabricated board and operates more difficult, the latter's construction complexity and inconvenient construction.At present still without one kind be able to achieve easy construction,
Splice easy, reasonable stress superposed type shear wall structure.
Country pushes the application of steel construction, especially lightweight steel construction in building trade energetically at present.Cold bending thin wall steel plate is made
Be it is one such, apply it in shear wall structure, further promote lightweight steel construction application.
Summary of the invention
Shortcoming in view of the above technology, provides that a kind of structure is simple, and convenient construction, formwork and reinforcement placing are few, by
Power superposed type shear wall of good performance.
To achieve the above object, superposed type shear wall of the invention, a kind of superposed type shear wall, it is characterised in that: it is wrapped
Include honeycomb hole profiled sheet superposed type shear wall and two layers of coagulation for being cast in honeycomb hole profiled sheet superposed type shear wall or more
Native bottom plate superposed type shear wall, the concrete floor superposed type shear wall by pre-buried longitudinal reinforcement superposed type shear wall coagulation
Soil is constituted, and the honeycomb hole profiled sheet superposed type shear wall is the waveform sheet metal for being bent into " several " font, the honeycomb hole
Profiled sheet superposed type shear wall includes that the overhanging edge of a wing superposed type of web and two sides of " several " the font composition of waveform sheet metal is cut
Power wall, the overhanging edge of a wing superposed type shear wall, which bends 90 degree, becomes horizontal, multiple honeycomb hole profiled sheet superposed type shearings
When wall splices, the overhanging edge of a wing superposed type shear wall of honeycomb hole profiled sheet superposed type shear wall side is leant out mutually two-by-two to be reached
It is fixed below at the honeycomb hole profiled sheet superposed type shearing wall member mutually spliced and by concrete；Honeycomb hole profiled sheet
More horizontal reinforcement superposed type shear walls, honeycomb hole die mould steel are installed in the cut-out openings of horizontal direction on superposed type shear wall
The upper and lower two-part overhanging edge of a wing superposed type shear wall of web of plate superposed type shear wall is folded with upper and lower two concrete slab respectively
Box-like shear wall pours bonding, and filling concrete folding formula is filled in the space between two layers of concrete slab superposed type shear wall
Honeycomb hole profiled sheet superposed type shear wall is closed by shear wall, filling concrete folding formula shear wall；The honeycomb hole
The hollow out of honeycomb regular distribution is provided on the web of profiled sheet superposed type shear wall and overhanging edge of a wing superposed type shear wall
Hole, the cut-out openings are hexagonal hole or circular hole；Honeycomb hole profiled sheet both sides of the edge are bent twice, make the overhanging wing
Edge superposed type shear wall forms tip-tilted hook arrangement, multiple honeycomb hole profiled sheet superposed type shear walls horizontal steel when splicing
Muscle superposed type shear wall is passed through from cut-out openings, improves the intensity of overhanging edge of a wing superposed type shear wall stitching portion；The level
Reinforcing bar superposed type shear wall is passed through the cut-out openings of honeycomb hole profiled sheet superposed type shear wall and is fixed using thin wire, it is made
It is close to concrete slab superposed type shear wall；The steel holding holes position laterally opened on the honeycomb hole profiled sheet superposed type shear wall
The web position for resting against nearly waveform sheet metal effectively improves the intensity of honeycomb hole profiled sheet superposed type shear wall.
The utility model has the advantages that
(1) the honeycomb profiled sheet two sides that the present invention can use are equipped with the overhanging edge of a wing, utilize the overhanging edge of a wing and horizontal steel
Muscle can be realized quickly splices honeycomb profiled sheet two-by-two, passes through the overhanging edge of a wing of honeycomb profiled sheet and another prefabricated structure
Part is whole to be poured, and realizes the splicing of component, easy construction, and is not required to additionally process；And it utilizes and is located at honeycomb profiled sheet or more
The effect of two sides concrete slab shuttering supporting, greatly reduces the work of formwork and reinforcement placing, can be realized shear wall rapid construction
Molding purpose, work progress are environmentally protective；
(2) heretofore described honeycomb hole profiled sheet both plays the role of support, and the overhanging edge of a wing can play longitudinal steel
The effect of muscle, the web of honeycomb hole profiled sheet then provide stronger shearing resistance effect, the profiled sheet of interior pouring concrete and aperture
Fusion completely, the horizontal reinforcement being furthermore arranged in the longitudinal reinforcement and honeycomb hole profiled sheet of setting in concrete slab effectively improve
Integral strength and reliability have preferable globality, and structure is reasonable；
(3) the honeycomb profiled sheet in the present invention in double layer concrete prefabricated components is waveform hollow out steel plate, is being subtracted
It ensure that intensity in the case where few material weight and usage amount, economy is high, high reliablity
Detailed description of the invention
Fig. 1 is the structural schematic diagram of superposed type shear wall of the present invention；
Fig. 2 is the structural schematic diagram of honeycomb hole profiled sheet of the present invention；
Fig. 3 is the structural schematic diagram of double layer concrete prefabricated components of the present invention；
Fig. 4 is the splicing schematic diagram of two blocks of double layer concrete prefabricated components of the invention；
Fig. 5 is the superposed type shear wall detail of construction of the present invention.
In figure: 1- concrete slab, 2- honeycomb hole profiled sheet, 3- longitudinal reinforcement, 4- horizontal reinforcement, the overhanging edge of a wing 5-, 6-
Fill concrete.
Specific embodiment
Present invention will be further explained below with reference to the attached drawings and examples.
As depicted in figs. 1 and 2, superposed type shear wall of the invention, it includes honeycomb hole profiled sheet 2 and casts in honeycomb
Two layers of concrete floor 1 of about 2 hole profiled sheet, the concrete floor 1 are that the concrete of pre-buried longitudinal reinforcement 3 is constituted,
Honeycomb hole profiled sheet 2 as described in Figure 3 is the waveform sheet metal for being bent into " several " font, and the honeycomb hole profiled sheet 2 includes
The web and two sides that " several " font of waveform sheet metal is constituted are equipped with the overhanging edge of a wing 5, and the overhanging edge of a wing 5, which bends 90 degree, becomes water
It is flat-shaped, as shown in figure 4, the overhanging edge of a wing 5 of 2 side of honeycomb hole profiled sheet is mutual two-by-two when multiple honeycomb hole profiled sheets 2 splice
It mutually leans out and reaches lower section at 2 component of honeycomb hole profiled sheet mutually spliced and fixed by concrete；Honeycomb hole profiled sheet 2
On horizontal direction cut-out openings in be installed with more horizontal reinforcements 4, the upper and lower two-part web of honeycomb hole profiled sheet 1
The overhanging edge of a wing 5 pours bonding with upper and lower two concrete slab 1 respectively, is filled with filling in the space between two layers of concrete slab 1
Honeycomb hole profiled sheet 2 is closed by concrete 6, filling concrete 6.
The cut-out openings of honeycomb regular distribution are provided on the web of the honeycomb hole profiled sheet 2 and the overhanging edge of a wing 5,
The cut-out openings are hexagonal hole or circular hole；The 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 the overhanging edge of a wing 5 is made to form tip-tilted hook arrangement, as shown in figure 5, water when multiple honeycomb hole profiled sheets 2 splice
Flat reinforcing bar 4 is passed through from cut-out openings, improves the intensity of overhanging 5 stitching portion of the edge of a wing；The horizontal reinforcement 4 passes through honeycomb hole die mould
The cut-out openings of steel plate 2 simultaneously fix position using thin wire, so that its is close to concrete slab 1 and are close to concrete slab；The honeycomb hole
The steel holding holes laterally opened on profiled sheet 2 are located proximate to the web position of waveform sheet metal, effectively improve honeycomb hole die mould
The intensity of steel plate 2.
The honeycomb hole profiled sheet 2 is the cut-out openings that web and the edge of a wing are provided with regular distribution, is to guarantee to mix
Solidifying soil and profiled sheet are effectively bonded, and can guarantee reasonable force request, cut-out openings pass can be used hexagonal hole,
Circular hole or other passes, it is all as shown in the Examples.
The splicing of the prefabricated components be by a side member it is overhanging go out the edge of a wing 5 bending extend back on another component, then
It is realized by whole pouring concrete.
The horizontal reinforcement 4 is across profiled sheet hole, and horizontal abutting is arranged in the mixed of profiled sheet two sides respectively
At concrete board 1.Horizontal reinforcement is fixed on honeycomb hole profiled sheet by construction Shi Keyong thin wire, prevents position in casting process
The changing of the relative positions.
Claims (1)
1. a kind of superposed type shear wall, it is characterised in that: it includes honeycomb hole profiled sheet (2) and is cast in honeycomb hole die mould steel
Two layers of the concrete floor (1) of plate (2) up and down, the concrete floor (1) are made of the concrete of pre-buried longitudinal reinforcement (3),
The honeycomb hole profiled sheet (2) is the waveform sheet metal for being bent into " several " font, and the honeycomb hole profiled sheet (2) includes wave
The overhanging edge of a wing of web and two sides (5) that " several " font of shape sheet metal is constituted, the overhanging edge of a wing (5), which bends 90 degree, becomes level
Shape, when multiple honeycomb hole profiled sheets (2) are spliced, the overhanging edge of a wing (5) of honeycomb hole profiled sheet (2) side is leant out mutually two-by-two
It reaches lower section at honeycomb hole profiled sheet (2) component mutually spliced and is fixed by concrete；On honeycomb hole profiled sheet (2)
Horizontal direction cut-out openings in be installed with more horizontal reinforcements (4), the upper and lower two-part web of honeycomb hole profiled sheet (1)
The overhanging edge of a wing (5) pours bonding with upper and lower two concrete slab (1) respectively, fills in the space between two layers of concrete slab (1)
Have filling concrete (6), honeycomb hole profiled sheet (2) is closed by filling concrete (6)；The honeycomb hole profiled sheet
(2) cut-out openings of honeycomb regular distribution are provided on web and the overhanging edge of a wing (5), the cut-out openings are hexagonal hole
Or circular hole；Honeycomb hole profiled sheet both sides of the edge are bent twice, and the overhanging edge of a wing (5) is made to form tip-tilted hook arrangement,
Horizontal reinforcement (4) is passed through from cut-out openings when multiple honeycomb hole profiled sheets (2) are spliced, and improves the overhanging edge of a wing (5) stitching portion
Intensity；The horizontal reinforcement (4) is passed through the cut-out openings of honeycomb hole profiled sheet (2) and is fixed using thin wire, keeps it tight
It pastes concrete slab (1)；The steel holding holes laterally opened on the honeycomb hole profiled sheet (2) are located proximate to the abdomen of waveform sheet metal
Board position effectively improves the intensity of honeycomb hole profiled sheet (2).
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610562513.0A CN106049718B (en) | 2016-07-15 | 2016-07-15 | A kind of superposed type shear wall |
| PCT/CN2017/088734 WO2018010522A1 (en) | 2016-07-15 | 2017-06-16 | Novel superposed shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610562513.0A CN106049718B (en) | 2016-07-15 | 2016-07-15 | A kind of superposed type shear wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106049718A CN106049718A (en) | 2016-10-26 |
| CN106049718B true CN106049718B (en) | 2019-10-18 |
Family
ID=57188650
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610562513.0A Active CN106049718B (en) | 2016-07-15 | 2016-07-15 | A kind of superposed type shear wall |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN106049718B (en) |
| WO (1) | WO2018010522A1 (en) |
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2017
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Also Published As
| Publication number | Publication date |
|---|---|
| CN106049718A (en) | 2016-10-26 |
| WO2018010522A1 (en) | 2018-01-18 |
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