CN209556171U - A kind of small wall limb construction of filling wall easy for construction - Google Patents
A kind of small wall limb construction of filling wall easy for construction Download PDFInfo
- Publication number
- CN209556171U CN209556171U CN201822251663.7U CN201822251663U CN209556171U CN 209556171 U CN209556171 U CN 209556171U CN 201822251663 U CN201822251663 U CN 201822251663U CN 209556171 U CN209556171 U CN 209556171U
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- China
- Prior art keywords
- wall
- construction
- main body
- filling
- wall limb
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Links
- 238000010276 construction Methods 0.000 title claims abstract description 62
- 230000015271 coagulation Effects 0.000 claims abstract description 47
- 238000005345 coagulation Methods 0.000 claims abstract description 47
- 239000002689 soil Substances 0.000 claims abstract description 45
- 238000005266 casting Methods 0.000 claims abstract description 15
- 239000004567 concrete Substances 0.000 claims description 19
- 210000003205 muscle Anatomy 0.000 claims description 15
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 238000000465 moulding Methods 0.000 description 4
- 239000011150 reinforced concrete Substances 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model discloses a kind of small wall limb constructions of filling wall easy for construction, belong to construction wall field.The small wall limb construction of one kind of the utility model filling wall easy for construction, including filling wall and second coagulation soil component, wall limb main body is formed between the filling wall and second coagulation soil component, the length of the wall limb main body is not more than 300mm, and the wall limb main body and second coagulation soil component formed by integrally casting are molded as one formula structure.The small wall limb construction of one kind of the utility model filling wall easy for construction, it is convenient to construct, and the time for needing to expend is short, the low cost of building, while the construction good integrity, the good waterproof performance entirely constructed, and the construction stress performance is good, and shear resistance is strong.
Description
Technical field
The utility model relates to construction wall fields, more specifically to a kind of small wall limb of filling wall easy for construction
Construction.
Background technique
In building structure, wall is different according to structure stress situation, is divided into load bearing wall, non-load bearing wall, wherein non-hold
Weight wall includes partition wall, filling wall, curtain wall etc..The wall being filled between pillar in frame structure claims frame wall filled with masonry, and filling wall rises
It goes along with sb. to guard him and compartmentation, the weight of building is undertaken by beam column, fill wall not load-bearing.
By design requirement, setting constructional column is generally required when filling wall length is longer, while at the door opening of filling wall
It is generally also required to setting constructional column, thus would ordinarily be encountered a kind of situation, i.e., between constructional column and the door-window opening for filling wall
Distance it is smaller, fill the situation that small wall limb is formed between wall and constructional column.When between constructional column and the door opening of filling wall
Distance is less than or equal to 300mm and is difficult to carry out the masonry of wall again when that is, the length of wall limb is less than or equal to 300mm, existing
Have in technology, builds this kind small wall limb and often use way in national standard drawings 12G614-1, i.e., build filling wall first, pour
Constructional column is built, then fills casting concrete in the position between constructional column and filling wall door opening again to form wall limb.But
This kind of way construction is extremely difficult, needs to expend the more time, improves the cost of building, also, shape to a certain extent
It is poor at the concrete of this kind of wall limb and the connectivity of constructional column, slight crack is easy to appear between wall limb and constructional column, it can significantly
Situations, the total quality for filling wall such as the stress performance of entire filling wall is reduced, and easily occurs seeping water to be difficult to ensure.Not only
There are such problems when being setting constructional column, and for example some specific columns of other two secondary members, wall and filling wall door and window is being arranged
Also it would ordinarily be encountered above-mentioned situation when distance is smaller between hole, can also encounter identical problem when constructing at this time.
Summary of the invention
1. utility model technical problems to be solved
Face deficiencies of the prior art, the utility model provide a kind of small wall limb structure of filling wall easy for construction
It makes, the wall limb main body and second coagulation soil component formed by integrally casting of the construction are molded as one formula structure, and it is convenient to construct, and need to expend
Time it is short, the low cost of building, while improving the globality entirely constructed, the good waterproof performance entirely constructed, and the structure
It is good to make stress performance, shear resistance is strong.
2. technical solution
In order to achieve the above objectives, technical solution provided by the utility model are as follows:
The small wall limb construction of one kind of the utility model filling wall easy for construction, including filling wall and second coagulation soil structure
Part, forms wall limb main body between the filling wall and second coagulation soil component, the length of the wall limb main body is not more than
300mm, the wall limb main body and second coagulation soil component formed by integrally casting are molded as one formula structure.
Further, stirrup is equipped in the wall limb main body, described stirrup one end is located in wall limb main body, described
The other end of stirrup be located at second coagulation soil component inside.
Further, vertical muscle is additionally provided in the wall limb main body.
Further, it is 200mm that the stirrup, which is located at the length of second coagulation soil component inside,.
Further, the stirrup is arranged with the spacing of 600mm by the grade III steel that diameter is 6mm and is formed.
Further, the vertical muscle is equipped with two, and the vertical muscle is made of the grade III steel that diameter is 10mm.
Further, the second coagulation soil component is concrete column or concrete wall.
3. beneficial effect
It is had the following beneficial effects: compared with existing well-known technique using technical solution provided by the utility model
(1) the small wall limb construction of one kind of the utility model filling wall easy for construction, wall limb main body and second coagulation soil
Component formed by integrally casting is molded as one formula structure, and it is convenient to construct, and the time for needing to expend is short, the low cost of building, while wall limb
Main body and the connectivity of second coagulation soil component are good, improve the globality of structure, improve the waterproofness of entire wall, and
It is good with the stress performance of the molding wall limb main body of second coagulation soil component formed by integrally casting, improve the shear resistance of wall limb main body.
(2) the small wall limb construction of one kind of the utility model filling wall easy for construction, wall limb main body is interior to be equipped with stirrup, stirrup
One end is located in wall limb main body, and the other end is located at second coagulation soil component inside, and wall limb main body can be mixed by stirrup with secondary
Solidifying soil component connection is even closer, further improves the globality of structure.
(3) one kind of the utility model small wall limb of filling wall easy for construction constructs, and is additionally provided with vertical muscle in wall limb main body, indulges
Muscle can be improved the longitudinal stress performance of wall limb main body, further increase the shear resistance of wall limb main body.
(4) the small wall limb construction of one kind of the utility model filling wall easy for construction, second coagulation soil component are concrete
Cylinder or concrete wall, filling can be used when forming small wall limb main body between wall and concrete column or concrete wall
This kind construction, this kind small wall limb construction scope of application are wide.
Detailed description of the invention
Fig. 1 is the overall structure horizontal cross-sectional signal of the small wall limb construction of one kind of the utility model filling wall easy for construction
Figure.
Label declaration in schematic diagram:
1, wall is filled；2, wall limb main body；3, second coagulation soil component；4, stirrup；5, muscle is indulged.
Specific embodiment
For the content for further appreciating that the utility model, the utility model is described in detail in conjunction with the accompanying drawings and embodiments.
Embodiment
As shown in connection with fig. 1, the small wall limb construction of one kind of the present embodiment filling wall easy for construction, including filling wall 1 and two
Secondary concrete component 3, filling wall 1 is equipped with door-window opening, between second coagulation soil component 3 and the door-window opening for filling wall 1
Distance is less than or equal to 300mm, fills and forms wall limb main body 2 between wall 1 and second coagulation soil component 3, the wall limb main body 2
Length is not more than 300mm.It should be strongly noted that the wall limb main body 2 of the present embodiment and 3 formed by integrally casting of second coagulation soil component
It is molded as one formula structure.The second coagulation soil component 3 of the present embodiment typically refers to two secondary members of reinforced concrete structure,
It is not poured together with building frame, but in later period pouring molding, specifically, the second coagulation soil component 3 of the present embodiment can be with
It is armored concrete cylinder or reinforced concrete wall, armored concrete cylinder can be the construction of reinforced concrete structure herein
Column and other non-bearing cylinders etc., reinforced concrete wall are some walls of non-bearing, certainly, second coagulation soil component
3 can also be the concrete structure without containing reinforcing bar.Small wall is formed between wall 1 and concrete column or concrete wall when filling
This kind construction can be used when limb main body 2, this kind small wall limb construction scope of application is wide.During actual construction, two can first be carried out
The template framework of secondary concrete component 3 is built, and is then built filling wall 1 and is arrived corresponding position, finally by second coagulation soil structure
Part 3 and 2 formed by integrally casting of wall limb main body form.Filling wall 1, then pouring molding second coagulation are built in compared with the prior art first
Native component 3 finally fills casting concrete in the position between second coagulation soil component 3 and filling 1 door opening of wall again to be formed
The mode of wall limb compares, and the present embodiment does not need slowly bit by bit toward the sky between filling wall 1 and second coagulation soil component 3
Casting concrete in gap, but by wall limb main body 2 and 3 formed by integrally casting of second coagulation soil component, construction is greatly facilitated, construction is just
Victory pours and needs time for expending short, and construction efficiency is high, the cost of building is reduced to a certain extent, simultaneously as due to wall
Limb main body 2 and 3 formed by integrally casting of second coagulation soil component form, and are integral structures, thus wall limb main body 2 and second coagulation soil structure
The connectivity of part 3 is very good, improves the globality of structure, is less prone to and splits between wall limb main body 2 and second coagulation soil component 3
Trace improves the waterproofness of entire wall, and the stress with the molding wall limb main body 2 of 3 formed by integrally casting of second coagulation soil component
Performance is good, improves the shear resistance of wall limb main body 2.It is further to note that the thickness of wall limb main body 2 and filling wall 1 are thick
Degree is consistent.
Further, it is equipped with stirrup 4 in the wall limb main body 2 of the present embodiment, which is located in wall limb main body 2, together
When stirrup 4 the other end be located inside second coagulation soil component 3,4 one side of stirrup can enhance wall limb main body 2 and second coagulation
The intensity of native component 3, on the other hand also functions to the effect of drawknot, so that wall limb main body 2 is connect more with second coagulation soil component 3
Closely, the globality of structure is further improved.When being equipped with arrangement of reinforcement in second coagulation soil component 3, then in binding second coagulation
One end of stirrup 4 is connect with the arrangement of reinforcement in second coagulation soil component 3 when arrangement of reinforcement in native component 3, realizes the pre-buried of stirrup 4,
If 3 inside unreinforced of second coagulation soil component, the placement of stirrup 4 is entered during formed by integrally casting.Specifically, this implementation
It is 200mm that the stirrup 4 of example, which is located at the length inside second coagulation soil component 3, and the stirrup 4 that this kind of mode is arranged, which can play, to be compared
Good effect, while it is suitable with the length of second coagulation soil component 3 so that stirrup 4 is located at wall limb main body 2, convenient for hoop
The setting of muscle 4 facilitates construction.Preferably, above-mentioned stirrup 4 arranges shape by the grade III steel that diameter is 6mm with the spacing of 600mm
At.
Further, it is additionally provided with vertical muscle 5 in the wall limb main body 2 of the present embodiment, indulges the short transverse of 5 wall limb main body 2 of muscle
Setting, can be improved the longitudinal stress performance of wall limb main body 2 along vertical muscle 5, further increases the shear resistance of wall limb main body 2.It is excellent
Selection of land indulges muscle 5 and is equipped with two, and vertical muscle 5 is made of the grade III steel that diameter is 10mm.
The small wall limb construction of one kind of the utility model filling wall easy for construction, construction construction is convenient, needs to expend
Time is short, the low cost of building, while the wall limb main body of the construction and the connectivity of second coagulation soil component are good, improve structure
Globality, improve the waterproofness of total, and the construction stress performance is good, shear resistance is strong.
Schematically the utility model and embodiments thereof are described above, description is not limiting, attached drawing
Shown in be also one of the embodiments of the present invention, actual structure is not limited to this.So if this field
Those of ordinary skill enlightened by it, without deviating from the purpose of the present invention, without creatively designing
Frame mode similar with the technical solution and embodiment, all should belong to the protection range of the utility model.
Claims (7)
1. a kind of small wall limb construction of filling wall easy for construction, including filling wall (1) and second coagulation soil component (3), described
It fills and forms wall limb main body (2) between wall (1) and second coagulation soil component (3), the length of the wall limb main body (2) is not more than
300mm, it is characterised in that: the wall limb main body (2) and second coagulation soil component (3) formed by integrally casting is molded as one formula knot
Structure.
2. the small wall limb construction of one kind according to claim 1 filling wall easy for construction, it is characterised in that: the wall limb
Stirrup (4) are equipped in main body (2), the stirrup (4) one end is located in wall limb main body (2), the other end of the stirrup (4)
It is internal positioned at second coagulation soil component (3).
3. the small wall limb construction of one kind according to claim 2 filling wall easy for construction, it is characterised in that: the wall limb
Vertical muscle (5) are additionally provided in main body (2).
4. the small wall limb construction of one kind according to claim 2 filling wall easy for construction, it is characterised in that: the stirrup
(4) being located at the internal length of second coagulation soil component (3) is 200mm.
5. the small wall limb construction of one kind according to claim 4 filling wall easy for construction, it is characterised in that: the stirrup
(4) it is arranged and is formed with the spacing of 600mm by the grade III steel that diameter is 6mm.
6. the small wall limb construction of one kind according to claim 3 filling wall easy for construction, it is characterised in that: the vertical muscle
(5) two are equipped with, and the vertical muscle (5) is made of the grade III steel that diameter is 10mm.
7. the small wall limb construction of the filling wall easy for construction of one kind described in any one, feature exist according to claim 1~6
In: the second coagulation soil component (3) is concrete column or concrete wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822251663.7U CN209556171U (en) | 2018-12-29 | 2018-12-29 | A kind of small wall limb construction of filling wall easy for construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822251663.7U CN209556171U (en) | 2018-12-29 | 2018-12-29 | A kind of small wall limb construction of filling wall easy for construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209556171U true CN209556171U (en) | 2019-10-29 |
Family
ID=68305192
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822251663.7U Expired - Fee Related CN209556171U (en) | 2018-12-29 | 2018-12-29 | A kind of small wall limb construction of filling wall easy for construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209556171U (en) |
-
2018
- 2018-12-29 CN CN201822251663.7U patent/CN209556171U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191029 |
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| CF01 | Termination of patent right due to non-payment of annual fee |