CN206571244U - A kind of fabricated wall - Google Patents
A kind of fabricated wall Download PDFInfo
- Publication number
- CN206571244U CN206571244U CN201720252433.5U CN201720252433U CN206571244U CN 206571244 U CN206571244 U CN 206571244U CN 201720252433 U CN201720252433 U CN 201720252433U CN 206571244 U CN206571244 U CN 206571244U
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- China
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- prefabricated
- wind
- mounting post
- resistant column
- grade beam
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Abstract
The utility model provides a kind of fabricated wall, hollow duct is provided with prefabricated wind-resistant column, the lower section of prefabricated wind-resistant column is located at below ground, prefabricated wind-resistant column lower end is provided with prefabricated foundation cushion cap, concrete cushion is provided with below prefabricated foundation cushion cap, mounting post is inserted into the hollow duct below prefabricated wind-resistant column, and mounting post is hollow structure, and prefabricated foundation cushion cap bottom is provided with bar-mat reinforcement；Grade beam includes under ground portion and aerial part, and grade beam is fixedly connected between two contiguous prefabricated wind-resistant columns, and retractility light-weight water-proof packed layer is provided with grade beam.The utility model can on-site consolidation, install easy to operate, effect is fast, short construction period, retractility light-weight water-proof packed layer be additionally provided with grade beam, it is to avoid the common quality defect phenomenon such as crackle, cracking, it is ensured that service life and presentation quality.
Description
Technical field
The utility model belongs to building structure technology field, more particularly, to a kind of fabricated wall.
Background technology
Enclosure wall typically refers to the structures inside and outside the cut-off of building, typically plays and blocks, and protects, work attractive in appearance
With.In production and living usually, enclosure wall project is essential, and workload is big, and its construction quality and construction speed will
Production and living are caused to directly affect, brick enclosing wall is used more traditional building enclosing wall, at the same also exist this resource consumption it is high,
Environmental pollution is big, low production efficiency and the shortcomings of big labor intensity；If carrying out site operation, size using cast in situs formula merely
Size control is uneven, and easily support falls after peeling, corner are damaged.The shaping of traditional enclosure wall uses brick, the Building wood such as stone mostly
Material coordinates building by laying bricks or stones for one piece of adhesives to form, and speed of application is slow, and artificial, material cost is higher, and when preparing fee of material
Work with one's mind, once shaping is permanent construction, recycling can not be carried out after dismounting, also there are some Simple enclosure walls to play
Indivedual effects, but all can not simultaneously meet and block, protect, attractive in appearance, construction is fast, and cost is low, without preparing material and can realize
The requirement of recycling.
The content of the invention
In view of this, the utility model is directed to a kind of fabricated wall, main present in prior art to solve
Problem.
To reach above-mentioned purpose, what the technical solution of the utility model was realized in：
A kind of fabricated wall, including prefabricated wind-resistant column, grade beam, concrete cushion and prefabricated foundation cushion cap, it is described prefabricated
Hollow duct is provided with wind-resistant column, the lower section of prefabricated wind-resistant column is located at below ground, and prefabricated wind-resistant column lower end is provided with prefabricated foundation
Cushion cap, is provided with concrete cushion, prefabricated foundation cushion cap upper center below prefabricated foundation cushion cap and is provided with mounting post, mounting post and
Prefabricated foundation cushion cap is integrated pouring structure, and mounting post is inserted into the hollow duct below prefabricated wind-resistant column, the mounting post
For hollow structure, prefabricated foundation cushion cap bottom is provided with bar-mat reinforcement；
The grade beam includes under ground portion and aerial part, and grade beam is fixedly connected between two contiguous prefabricated wind-resistant columns, institute
Grade beam is stated for hollow structure, is provided with hollow structure in the middle part of retractility light-weight water-proof packed layer, the aerial part of grade beam provided with row
Water pipe.
Further, the side wall of the prefabricated wind-resistant column is fixed with multiple built-in fittings, the horizon bar two ends of iron skill fence
It is fastened on by built-in fitting between two contiguous prefabricated wind-resistant columns.
Further, bear down on one if being provided between the two adjacent prefabricated wind-resistant columns above drywall panel, wallboard provided with wall, wall
Body lower section of bearing down on one is provided with the first groove, and the grade beam upper horizontal is provided with the second groove, if drywall panel is vertically installed on the side by side
In one groove and the second groove.
Further, the wallboard is fire-retardant wall plate.
Further, multiple vertical reinforcements and stirrup are provided with the mounting post, the bottom of vertical reinforcement is provided with horizontal segment
Reinforcing bar a, part for the horizontal segment reinforcing bar and vertical reinforcement is located in prefabricated foundation cushion cap, and another part of vertical reinforcement is inserted
Enter in the hollow structure of mounting post.
Further, a part of stirrup is embedded in prefabricated foundation cushion cap, and another part stirrup is located in mounting post
In hollow structure.
Further, the retractility light-weight water-proof packed layer is cystosepiment.
Further, the bar-mat reinforcement is mutually perpendicular to be staggered for the horizontally and vertically reinforcing rod in direction.
Further, the prefabricated wind resistance top end is fixed with cap 8.
Relative to prior art, fabricated wall described in the utility model include prefabricated wind-resistant column wall concrete cushion and
Prefabricated foundation cushion cap, prefabricated wind-resistant column is inserted into mounting post, can on-site consolidation, install easy to operate, effect is fast, construction period
It is short, it is hollow structure below grade beam, mounting post and prefabricated wind-resistant column, convenient construction cabling while lightweight.Also set in grade beam
There is a retractility light-weight water-proof packed layer, it is to avoid the common quality defect phenomenon such as crackle, cracking, it is ensured that service life and presentation quality.
Brief description of the drawings
Constitute a part of accompanying drawing of the present utility model to be used for providing further understanding to of the present utility model, this practicality is new
The schematic description and description of type is used to explain the utility model, does not constitute to improper restriction of the present utility model.
In accompanying drawing：
Fig. 1 is structural representation of the present utility model；
Fig. 2 be Fig. 1 in do not include the half sectional view of iron skill fence 16；
Fig. 3 is the A-A of grade beam in Fig. 2 to sectional view；
Fig. 4 is the internal structure schematic diagram that mounting post, prefabricated foundation cushion cap and concrete mats interlayer are connected with each other；
Fig. 5 is the partial sectional view for the overlook direction that prefabricated foundation cushion cap and mounting post are connected with each other；
Fig. 6 is the sectional view of prefabricated wind-resistant column；
Fig. 7 is the structural representation of inserting wallboard in Fig. 2；
Fig. 8 is the side view of the annexation of wallboard and grade beam.
Description of reference numerals：
The prefabricated wind-resistant columns of 1-；2- grade beams；3- concrete cushions；4- prefabricated foundation cushion caps；5- mounting posts；6- walls bear down on one；
7- ground；8- caps；9- bar-mat reinforcements；10- retractility light-weight water-proof packed layers；11- built-in fittings；12- vertical reinforcements；13- stirrups；
The grooves of 14- second；15- drainpipes；16- iron skill fence；17- wallboards.
Embodiment
It should be noted that in the case where not conflicting, the feature in embodiment and embodiment in the utility model can
To be mutually combined.
In description of the present utility model, it is to be understood that term " " center ", " longitudinal direction ", " transverse direction ", " on ", " under ",
The orientation or position relationship of the instruction such as "front", "rear", "left", "right", " vertical ", " level ", " top ", " bottom ", " interior ", " outer " are
Based on orientation shown in the drawings or position relationship, it is for only for ease of description the utility model and simplifies description, rather than indicate
Or imply that the device or element of meaning must have specific orientation, with specific azimuth configuration and operation, therefore be not understood that
For to limitation of the present utility model.In addition, term " first ", " second " etc. are only used for describing purpose, and it is not intended that indicating
Or imply relative importance or the implicit quantity for indicating indicated technical characteristic.Thus, " first ", " second " etc. are defined
Feature can express or implicitly include one or more this feature.In description of the present utility model, unless separately
It is described, " multiple " are meant that two or more.
, it is necessary to which explanation, unless otherwise clearly defined and limited, term " are pacified in description of the present utility model
Dress ", " connected ", " connection " should be interpreted broadly, for example, it may be fixedly connected or be detachably connected, or integratedly
Connection；Can be mechanical connection or electrical connection；Can be joined directly together, can also be indirectly connected to by intermediary,
It can be the connection of two element internals.For the ordinary skill in the art, on being understood by concrete condition
State concrete meaning of the term in the utility model.
Describe the utility model in detail below with reference to the accompanying drawings and in conjunction with the embodiments.
As shown in figures 1-8, a kind of fabricated wall, including prefabricated wind-resistant column 1, grade beam 2, concrete cushion 3 and prefabricated base
Hollow duct is provided with plinth cushion cap 4, the prefabricated wind-resistant column 1, the lower section of prefabricated wind-resistant column 1 is located at ground below 7, prefabricated wind resistance
The lower end of post 1 holds 4 provided with prefabricated foundation, and the lower section of prefabricated foundation cushion cap 4 is provided with concrete cushion 3, the upper center of prefabricated foundation cushion cap 4
Place is provided with mounting post 5, and mounting post 5 and prefabricated foundation cushion cap 4 are integrated pouring structure, and mounting post 5 is inserted under prefabricated wind-resistant column 1
In the hollow duct of side, the mounting post 5 is hollow structure, and the bottom of prefabricated foundation cushion cap 4 is provided with bar-mat reinforcement 9；
The grade beam 2 includes under ground portion and aerial part, and grade beam 2 is fixedly connected between two contiguous prefabricated wind-resistant columns 1,
The grade beam 2 is that retractility light-weight water-proof packed layer 10 is provided with hollow structure, hollow structure, in the middle part of the aerial part of grade beam 2
Provided with drainpipe 15.
The side wall of above-mentioned prefabricated wind-resistant column 1 is fixed with multiple built-in fittings 11, and the horizon bar two ends of iron skill fence 16 pass through
It is fastened on built-in fitting 11 between two contiguous prefabricated wind-resistant columns 1.
If being provided with drywall panel 17 between two adjacent above-mentioned prefabricated wind-resistant columns 1, the top of wallboard 17 is beared down on one 6, wall provided with wall
6 lower sections bear down on one provided with the first groove, the upper horizontal of grade beam 2 is provided with the second groove 14, if the vertical clamp side by side of drywall panel 17
In the first groove and the second groove 14.
Above-mentioned wallboard 17 is fire-retardant wall plate.
Multiple vertical reinforcements 12 and stirrup 13 are provided with above-mentioned mounting post 5, the bottom of vertical reinforcement 12 is provided with horizontal segment steel
Muscle, the horizontal segment reinforcing bar and 12 part are located in prefabricated foundation cushion cap 4, and another part insertion of vertical reinforcement 12 is installed
In the hollow structure of post 5.
A part of above-mentioned stirrup 13 is embedded in prefabricated foundation cushion cap 4, and another part stirrup 13 is located at the hollow knot of mounting post 5
In structure.Directly into the hollow structure of mounting post 5, casting concrete mortar is finally fixed during site operation.
Above-mentioned retractility light-weight water-proof packed layer 10 is cystosepiment.
Above-mentioned bar-mat reinforcement 9 is mutually perpendicular to be staggered for the horizontally and vertically reinforcing rod in direction.
The above-mentioned top of prefabricated wind-resistant column 1 is fixed with cap 8.
The concrete that the concrete strength that prefabricated foundation cushion cap of the present utility model is used is adopted for C30 concretes, concrete cushion
Intensity is C15 concretes.During Specific construction, in-site measurement and setting-out are carried out first, the position of center line of fabricated wall is determined, it is prefabricated
Wind-resistant column 1, the prefabricated foundation cushion cap 4 provided with mounting post 5 and grade beam 2 is prefabricated processes.In below ground from the bottom to top successively
Concrete cushion 3, prefabricated foundation cushion cap 4 and mounting post 5 are loaded, by 1 set of the prefabricated wind-resistant column with hollow duct processed
In mounting post 5, cap 8 is arranged on the top of prefabricated wind-resistant column 1, and grade beam 2 is located between two contiguous prefabricated wind-resistant columns 1.
In installation process, scene is carried out using concrete grout and built by laying bricks or stones, embedding gap is finally carried out using concrete water cement mortar, while sternly
Lattice control prefabricated wind-resistant column 1 and grade beam 2 in the setting height(from bottom) on ground more than 7 and the construction and installation error of perpendicularity.Finally
Be actually needed according to scene, on the built-in fitting that iron skill fence 16 is connected to two contiguous prefabricated wind-resistant columns 1, or by wallboard 17 according to
It is secondary to be inserted into side by side in the second groove 14 of grade beam 2, if then the wall with the first groove beared down on one 6 be installed in drywall panel 17
Side.
Preferred embodiment of the present utility model is the foregoing is only, it is all at this not to limit the utility model
Within the spirit and principle of utility model, any modification, equivalent substitution and improvements made etc. should be included in the utility model
Protection domain within.
Claims (9)
1. a kind of fabricated wall, it is characterised in that：Including prefabricated wind-resistant column (1), grade beam (2), concrete cushion (3) and prefabricated
Foundation platform (4), is provided with hollow duct in the prefabricated wind-resistant column (1), the lower section of prefabricated wind-resistant column (1) located at ground (7) with
Under, prefabricated wind-resistant column (1) lower end, which is provided with below prefabricated foundation cushion cap (4), prefabricated foundation cushion cap (4), is provided with concrete cushion (3),
Mounting post (5) is provided with prefabricated foundation cushion cap (4) upper center, mounting post (5) and prefabricated foundation cushion cap (4) are integrated and pour knot
Structure, mounting post (5) is inserted into the hollow duct below prefabricated wind-resistant column (1), and the mounting post (5) is hollow structure, prefabricated
Foundation platform (4) bottom is provided with bar-mat reinforcement (9)；
The grade beam (2) include under ground portion and aerial part, grade beam (2) be fixedly connected on two contiguous prefabricated wind-resistant columns (1) it
Between, the grade beam (2) is that retractility light-weight water-proof packed layer (10), the ground of grade beam (2) are provided with hollow structure, hollow structure
Part middle part is provided with drainpipe (15).
2. fabricated wall according to claim 1, it is characterised in that：The side wall of the prefabricated wind-resistant column (1), which is fixed, to be set
There are multiple built-in fittings (11), the horizon bar two ends of iron skill fence (16) are contiguous prefabricated by being fastened on two with built-in fitting (11)
Between wind-resistant column (1).
3. fabricated wall according to claim 1, it is characterised in that：Set between the two adjacent prefabricated wind-resistant columns (1)
Bear down on one (6) provided with wall if there is drywall panel (17), above wallboard (17), wall bears down on one below (6) provided with the first groove, describedly
Beam (2) upper horizontal is provided with the second groove (14), if drywall panel (17) is vertically installed on the first groove and the second groove side by side
(14) in.
4. fabricated wall according to claim 3, it is characterised in that：The wallboard (17) is fire-retardant wall plate.
5. the fabricated wall according to Claims 2 or 3, it is characterised in that：Provided with multiple vertical in the mounting post (5)
The stirrup (13) of reinforcing bar (12) and colligation on the outside of vertical reinforcement (12), the bottom of vertical reinforcement (12) is provided with horizontal segment reinforcing bar,
A part for the horizontal segment reinforcing bar and vertical reinforcement (12) is located in prefabricated foundation cushion cap (4), vertical reinforcement (12) it is another
In the hollow structure of partial insertion mounting post (5).
6. fabricated wall according to claim 5, it is characterised in that：A part of stirrup (13) is embedded in prefabricated foundation
Cushion cap (4) is inner, and another part stirrup (13) is in the hollow structure of mounting post (5).
7. fabricated wall according to claim 1, it is characterised in that：The retractility light-weight water-proof packed layer (10) is
Cystosepiment.
8. fabricated wall according to claim 1, it is characterised in that：The bar-mat reinforcement (9) is horizontally and vertically direction
Reinforcing rod be mutually perpendicular to be staggered.
9. fabricated wall according to claim 1, it is characterised in that：Prefabricated wind-resistant column (1) top is fixed with post
Cap (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720252433.5U CN206571244U (en) | 2017-03-15 | 2017-03-15 | A kind of fabricated wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720252433.5U CN206571244U (en) | 2017-03-15 | 2017-03-15 | A kind of fabricated wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206571244U true CN206571244U (en) | 2017-10-20 |
Family
ID=60054783
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720252433.5U Active CN206571244U (en) | 2017-03-15 | 2017-03-15 | A kind of fabricated wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206571244U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110424814A (en) * | 2019-08-07 | 2019-11-08 | 广西科技大学 | A kind of prefabricated enclosure wall |
-
2017
- 2017-03-15 CN CN201720252433.5U patent/CN206571244U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110424814A (en) * | 2019-08-07 | 2019-11-08 | 广西科技大学 | A kind of prefabricated enclosure wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20201214 Address after: 301500 Tianjin Ninghe Economic Development Zone Patentee after: TANG SHI JIANHUA BUILDING MATERIALS (TIANJIN) Co.,Ltd. Address before: 300301 xinyuanzhuang village, Wuchang Street, Dongli District, Tianjin Patentee before: JIANHUA BUILDING MATERIALS (TIANJIN) Co.,Ltd. |
|
| TR01 | Transfer of patent right |