CN206987115U - A kind of partition wall for playing support floor effect - Google Patents
A kind of partition wall for playing support floor effect Download PDFInfo
- Publication number
- CN206987115U CN206987115U CN201720830912.0U CN201720830912U CN206987115U CN 206987115 U CN206987115 U CN 206987115U CN 201720830912 U CN201720830912 U CN 201720830912U CN 206987115 U CN206987115 U CN 206987115U
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- partition wall
- floor
- wall
- bar
- cavity
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Abstract
The utility model discloses a kind of partition wall for playing support floor effect, the partition wall includes wall, bar-mat reinforcement, tension rib, cavity and hanger, the cavity for running through whole wall and being linearly distributed is provided with the wall, draft is provided with cavity, two layers of reinforcing bar web frame is provided with the wall, two layers of bar-mat reinforcement is between cavity and surface of wall, and the tension rib is between two layers of bar-mat reinforcement, and the hanger is symmetrically embedded in partition wall and its top is located in cavity；Floor is installed up and down with partition wall, and partition wall is fixed on ground or bottom flooring long recess, and floor crossbeam bottom long recess, which is inserted in partition wall, forms fixed support connection.Using bar-mat reinforcement and tie bar structure is provided with partition wall of the present utility model, partition wall intensity is improved, prevents cracks on partition walls, played a part of supporting floor, reduce form bracing part, simplify construction method；Long recess is arranged with floor, there is positioning action, simplifies construction method, improves operating efficiency.
Description
Technical field
The utility model is related to a kind of assembled architecture technical field, specifically it is a kind of play support floor effect every
Wall.
Background technology
Assembled architecture refers to the building formed with prefabricated component in assemble in site, is to build speed the advantages of this building
Degree is fast, climate conditionality is small, saves labour, improves construction quality.Wherein prefabricated components are generally complete in professional factory
Into then transporting onsite application, it is in the better quality of plant produced, and in-site installation is time saving and energy saving, and operating efficiency obtains greatly
Width improves.At present, it is floor is ridden against surrounding precast beam or is installed floor in floor slab bottoms in advance when precast floor slab is installed
Support member, then carry out the lifting of floor.Floor be whole plate it is prefabricated or with beam it is jointly prefabricated when, its weight it is big, it is necessary to support member
More and beam bottom is predominantly located at, supporting construction is complicated with arrangement；, it is necessary to separately set keeper when floor is provided with positioning requirements, apply
Work is cumbersome.In the prior art, a face partition wall is spliced frequently with the prefabricated partition block of standard, and its splicing seam is more, globality
Poor and construction is cumbersome.
Utility model content
The utility model purpose is to provide a kind of partition wall for playing support floor effect, it is possible to achieve partition wall and floor etc.
Installation forming, partition wall play a part of positioning and support, when partition wall is installed, bottom building body framework for floor installation together
Flooring floor long recess also plays positioning action to partition wall, has and reduces form bracing part, simplifies construction method and improve work
The advantages that efficiency.
To achieve these goals, the utility model adopts the following technical scheme that：
A kind of partition wall for playing support floor effect, comprising partition wall and floor, the partition wall includes wall, bar-mat reinforcement, drawing
Muscle, cavity and hanger are tied, the cavity for running through whole wall and being linearly distributed is provided with the wall, being provided with withdrawing pattern in cavity bores
Degree, the wall is interior to be provided with two layers of reinforcing bar web frame, and two layers of bar-mat reinforcement is between cavity and surface of wall, the tension rib position
Between two layers of bar-mat reinforcement, the hanger is symmetrically embedded in partition wall and its top is located in cavity；
The floor includes floor plates, crossbeam and long recess, and the floor plates bottom is provided with crossbeam, and crossbeam bottom is along horizontal stroke
Beam center line direction is provided with a long recess, wherein, symmetrically it is provided with a long recess, institute with crossbeam bottom long recess in floor plates
The end that stating floor periphery needs to connect is provided with protruding bar；
The floor is installed up and down with partition wall, and partition wall is fixed on ground or bottom flooring long recess, floor crossbeam bottom
Long recess, which is inserted in partition wall, forms fixed support connection.
The cavity cross section shape can be square or circular.
The hanger is made up of bar bending, and its overhead height is no more than partition wall end face.
The tension rib hooks the vertical distributing reinforcement and horizontal distribution muscle of two layers of bar-mat reinforcement, is arranged in blossom type arrangement or square type
Mode for cloth, and avoid wall cavity structure.
Compared with prior art, the utility model has the advantages that：
1) bar-mat reinforcement and tie bar structure are provided with partition wall, improves partition wall intensity, the work of temporary support floor can be played
With only need to setting up a small amount of form bracing part in partition wall both sides, reduce form bracing part；Hanger is embedded with partition wall, is easy to
The lifting of partition wall；The cavity being linearly distributed is provided with partition wall, had from heavy and light, be easy to lift, save material and raising sound insulation
The advantages that performance.
2) partition wall is that whole face is prefabricated, and a face partition wall need to only install one piece of prefabricated partition wall, and overall performance is good, reduces partition wall
Piece, simplify construction method；Partition wall and floor, which are prefabricated in the factory to transport to scene again in advance, to be installed, its prefabricated quality and essence
Du Genggao more standards, are more easily controlled construction quality.
3) floor plates and beam are jointly prefabricated, improve floor overall performance, are arranged with long recess on floor, be easy to floor and
The location and installation of partition wall；When installing floor, partition wall can play a part of supporting and position, and construction is simple is convenient, improve work effect
Rate.
Brief description of the drawings
Fig. 1 is the curtain wall structure schematic diagram that the utility model plays support floor effect.
Fig. 2 is Fig. 1 mid-board internal structure schematic diagrams.
Fig. 3 is that the utility model plays floor construction schematic diagram in the partition wall that support floor acts on.
Fig. 4 is the partition wall and floor installation schematic diagram that the utility model plays support floor effect.
In figure：A. flooring, B. partition walls, C. floors, D. bearing diagonals, E. form bracing parts, 1. walls, 2. cavitys, 3. hangers,
4. bar-mat reinforcement, 5. tension ribs, 6. floor plates, 7. long recess one, 8. protruding bars, 9. crossbeams, 10. long recess two, 11. mortars.
Embodiment
1 partition wall for playing support floor effect to the utility model to accompanying drawing 4 is further described below in conjunction with the accompanying drawings：
As shown in Figures 1 to 4, a kind of partition wall for playing support floor effect of the utility model, comprising partition wall B and floor C,
The partition wall B includes wall 1, bar-mat reinforcement 4, tension rib 5, cavity 2 and hanger 3, be provided with the wall 1 through whole wall and
The cavity 2 being linearly distributed, the inside of cavity 2 are provided with draft, and the shape of cross section of cavity 2 can be square or circular.The wall
Be provided with two layers of structure of bar-mat reinforcement 4 in vivo, two layers of bar-mat reinforcement 4 is located between cavity 2 and the surface of wall 1, and two layers of bar-mat reinforcement every
The bending welding of wall surrounding end forms enclosed construction, and for the tension rib 5 between two layers of bar-mat reinforcement 4, tension rib 5 hooks two
The vertical distributing reinforcement and horizontal distribution muscle of layer bar-mat reinforcement 4, in blossom type arrangement or square type arrangement mode, and avoid wall cavity knot
Structure.The hanger 3 is symmetrically embedded in partition wall and its top is located in cavity, wherein, hanger 3 is made up of bar bending, and it is pushed up
Portion is highly no more than partition wall end face.
The floor C includes floor plates 6, crossbeam 9, long recess 1 and long recess 2 10, and the bottom of floor plates 6 is provided with
Crossbeam 9, the bottom of crossbeam 9 are provided with a long recess 2 10 along crossbeam center line direction, wherein, grown in floor plates with crossbeam bottom
Groove 2 10 is symmetrically provided with a long recess 1, and the end that the floor periphery needs to connect is provided with protruding bar 8.
The floor C and partition wall B is installed up and down, and partition wall is fixed on ground or bottom flooring long recess 1, floor crossbeam
Bottom long recess 2 10, which is inserted in partition wall, forms fixed support connection.
The width of two long recess is slightly larger than the thickness of partition wall on floor, is easy to the fixed and positioned of partition wall and floor.
The utility model plays the construction method of the partition wall of support floor effect, and its operating procedure is as follows：
1) partition wall B is lifted：Mortar 11 is sat first in ground or flooring A long recess, using special hoisting equipment, by hanging
Partition wall B is lifted into specified location by ear 3 makes it be pressed into bottom mortar 11；
2) installation support：The perpendicularity and levelness of adjustment partition wall are checked, is installed between partition wall and ground or flooring oblique
Support D to support partition wall to fix, and form bracing part E is installed respectively on partition wall both sides；
3) floor C is lifted：Mortar 11 is sat first at the top of partition wall, then lift floor C makes floor slab bottoms to partition wall top
Long recess 2 10 is inserted at the top of partition wall, it is pressed at the top of partition wall in mortar 11.
Supported when floor is installed mainly by partition wall, the form bracing part on partition wall both sides plays a part of Auxiliary support.Flood
The partition wall and floor slab construction in building install such as above-mentioned step operation, installation seam are left between floor and between seam crossing fixes floor
Protruding bar, floor crossbeam both ends are connected with main body frames such as pillar and longerons, are finally poured in seam crossing and junction completely mixed
Solidifying soil can be completed to construct.
The partition wall of support floor effect is played using the utility model, the installation of floor and partition wall is simple and quick, and shortening is applied
Between man-hour, it is easy to the connection of floor and main body frame.Bar-mat reinforcement and tie bar structure are provided with partition wall, improves partition wall intensity, is prevented
Only cracks on partition walls, and when floor is installed, play a part of temporary support floor, reduce form bracing part, be easy to follow-up floor and
The connection of the main body frame such as floor, floor and pillar and longeron；The long recess on floor top is easy to the location and installation of partition wall, makes
The installation bond strength of partition wall and flooring is more preferably more stable, and the long recess of floor crossbeam bottom has positioning action, is easy to floor
Installation positioning.
Claims (4)
1. it is a kind of play support floor effect partition wall, include partition wall and floor, it is characterised in that the partition wall include wall,
Bar-mat reinforcement, tension rib, cavity and hanger, it is provided with the wall in whole wall and the cavity that is linearly distributed, cavity
Provided with draft, two layers of reinforcing bar web frame is provided with the wall, two layers of bar-mat reinforcement is between cavity and surface of wall, institute
Tension rib is stated between two layers of bar-mat reinforcement, the hanger is symmetrically embedded in partition wall and its top is located in cavity；
The floor includes floor plates, crossbeam and long recess, and the floor plates bottom is provided with crossbeam, and crossbeam bottom is along in crossbeam
Line direction is provided with a long recess, wherein, symmetrically it is provided with a long recess, the building with crossbeam bottom long recess in floor plates
The end that plate periphery needs to connect is provided with protruding bar；
The floor is installed up and down with partition wall, and partition wall is fixed on ground or bottom flooring long recess, and floor crossbeam bottom length is recessed
Groove, which is inserted in partition wall, forms fixed support connection.
2. the partition wall according to claim 1 for playing support floor effect, it is characterised in that the cavity cross section shape
Can be square or circular.
3. the partition wall according to claim 1 for playing support floor effect, it is characterised in that the hanger is by bar bending
Form, its overhead height is no more than partition wall end face.
4. the partition wall according to claim 1 for playing support floor effect, it is characterised in that the tension rib hooks two layers
The vertical distributing reinforcement and horizontal distribution muscle of bar-mat reinforcement, in blossom type arrangement or square type arrangement mode, and avoid wall cavity structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720830912.0U CN206987115U (en) | 2017-07-11 | 2017-07-11 | A kind of partition wall for playing support floor effect |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720830912.0U CN206987115U (en) | 2017-07-11 | 2017-07-11 | A kind of partition wall for playing support floor effect |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206987115U true CN206987115U (en) | 2018-02-09 |
Family
ID=61404658
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720830912.0U Expired - Fee Related CN206987115U (en) | 2017-07-11 | 2017-07-11 | A kind of partition wall for playing support floor effect |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206987115U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235704A (en) * | 2017-07-11 | 2019-01-18 | 李聪 | A kind of partition wall and its construction method for playing the role of supporting floor |
| CN110306698A (en) * | 2019-07-05 | 2019-10-08 | 山东通发实业有限公司 | A kind of preparation process of green energy conservation precast concrete exterior wall |
-
2017
- 2017-07-11 CN CN201720830912.0U patent/CN206987115U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235704A (en) * | 2017-07-11 | 2019-01-18 | 李聪 | A kind of partition wall and its construction method for playing the role of supporting floor |
| CN110306698A (en) * | 2019-07-05 | 2019-10-08 | 山东通发实业有限公司 | A kind of preparation process of green energy conservation precast concrete exterior wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180209 Termination date: 20190711 |