CN201065589Y - Facing wall panel self-simulation prestressed steel wire net enhanced light aggregate concrete structure cast in-situ wall - Google Patents
Facing wall panel self-simulation prestressed steel wire net enhanced light aggregate concrete structure cast in-situ wall Download PDFInfo
- Publication number
- CN201065589Y CN201065589Y CNU2007200954354U CN200720095435U CN201065589Y CN 201065589 Y CN201065589 Y CN 201065589Y CN U2007200954354 U CNU2007200954354 U CN U2007200954354U CN 200720095435 U CN200720095435 U CN 200720095435U CN 201065589 Y CN201065589 Y CN 201065589Y
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- wall
- aggregate concrete
- steel wire
- silk screen
- light aggregate
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Abstract
The utility model relates to a building wall structure, in particular to a cast-in-place non-form-removal wall body which adopts the faced wall board as the casting template, casts lightweight aggregate concrete in place, adopts prestressed steel wire mesh for reinforcement, and needs no template remove, comprising a beam (6), a plurality of faced wall boards (1), a prestressed steel wire mesh (2), lightweight aggregate concrete (3), reinforced fiber (4), an upright column (5) and a plurality of floor tiles (7). The utility model is characterized in that the prestressed steel wire mesh (2), the beam (6), the floor tiles (7) and the upright column (5) are fixedly connected to a whole; the faced wall boards (1) are connected and are fixed on both sides of the prestressed steel wire mesh (2) via the reinforced fiber (4); the lightweight aggregate concrete (3) is cast in the hollow cavities formed with the facing wall boards (1), the prestressed steel wire mesh (2) and the reinforced fiber (4), so as to form an organic unit. The utility model has an advantage that as the wall board itself is used as the casting template, the template removal is unnecessary.
Description
1, technical field
The utility model relates to a kind of construction wall structure, particularly relates to a kind of facing wallboard self that utilizes as the casting template, cast-in-place light aggregate concrete, and the facing wallboard that need not form removal strengthens light aggregate concrete structure cast-in-place body of wall from mould prestress steel silk screen.
2, background technology
At present, it is assembled that the light body wall that construction work is used is prefabricated gypsum plank, compound batten, building block etc., facts have proved all light body walls, crack phenomenon appears in majority, and globality is poor, and is low with the structure bonding strength, construction is complicated, and is also time-consuming, strengthened engineering cost.
3, utility model content
Technical problem to be solved in the utility model is: provide a kind of facing wallboard self that utilizes as template, wall constructed and facing process are united two into one, need not form removal, firmly whole, shock resistance is strong, extremely efficient in preserving heat, the fast facing wallboard of speed of application strengthens light aggregate concrete structure cast-in-place body of wall from mould prestress steel silk screen.
The technical scheme that the utility model adopted is: a kind of facing wallboard strengthens light aggregate concrete structure cast-in-place body of wall from mould prestress steel silk screen, include crossbeam, the cast-in-situ wall that inside and outside two-layer facing wallboard, prestress steel silk screen, light aggregate concrete, fortifying fibre, column and floor constitute, concrete structure is firmly to be connected with the prestress steel silk screen between crossbeam, floor and the column; Two-layer facing wallboard is connected to a fixed in prestress steel silk screen both sides by fortifying fibre, and distance is determined by thickness of wall body between the two-layer facing wallboard; Light aggregate concrete waters in the cavity that is filled between two facing wallboards and prestress steel silk screen and the fortifying fibre, forms an organic whole.
The utility model utilizes wallboard self as the casting template owing to adopt said structure, need not form removal, the strength of wall body height, and shock resistance is strong, and is extremely efficient in preserving heat, and frost resistance is strong, soundproof effect good, and cost is low, is convenient to construction, and speed of application is fast, and the efficiency of construction height.Can be used for multiple buildings such as building, factory building.
4, description of drawings
Fig. 1 is the sectional schematic diagram of crossbeam of the present utility model, body of wall and floor combination;
Fig. 2 is the sectional schematic diagram that column of the present utility model combines with body of wall.
Wherein:
1: facing wallboard 2: the prestress steel silk screen
3: light aggregate concrete 4: fortifying fibre
5: column 6: crossbeam
7: the floor
5, the specific embodiment
Provide specific embodiment below in conjunction with accompanying drawing, further specify the utility model and how to realize.
As shown in Figure 1 and Figure 2, the facing wallboard strengthens light aggregate concrete structure cast-in-place body of wall from mould prestress steel silk screen, include crossbeam (6), facing wallboard (1), light aggregate concrete (3), column (5) and floor (7) formation cast-in-situ wall, also include prestress steel silk screen (2) and fortifying fibre (4), concrete structure is firmly to be connected with prestress steel silk screen (2) between crossbeam (6), floor (7) and the column (5); Inside and outside two-layer facing wallboard (1) is connected to a fixed in prestress steel silk screen (2) both sides by fortifying fibre (4), and distance is determined by thickness of wall body between the facing wallboard (1); Light aggregate concrete (3) waters in the cavity that is filled between faced wall plate (1) and prestress steel silk screen (2) and the fortifying fibre (4), forms an organic whole.
Wherein, facing wallboard (1) can be a wall facing sheet material, also can be to be composited by decorative board and fibre reinforced concrete.The fissure of displacement connects in the time of fixedly.
The mobile concrete that described light aggregate concrete (3) can select for use various light aggregates and cementitious material to be mixed and made into.
Described fortifying fibre (4) can be a chemical fibre, also can be other various fibrous materials such as steel wire.
Manufacturing process of the present utility model is: after frame construction is finished, the prestress steel silk screen is anchored between crossbeam, floor and the column, and press fixedly facing wallboard of thickness of wall body in the both sides of prestress steel silk screen, constitute light aggregate concrete pouring chamber, then, in the chamber, cast, both can with the vibrating spear tamping during pouring.
Claims (3)
1. a facing wallboard strengthens light aggregate concrete structure cast-in-place body of wall from mould prestress steel silk screen, include the cast-in-situ wall of crossbeam (6), facing wallboard (1), prestress steel silk screen (2), light aggregate concrete (3), fortifying fibre (4), column (5) and floor (7) formation, its special Zheng is that prestress steel silk screen (2) firmly is connected to form one with crossbeam (6), floor (7) and column (5); Facing wallboard (1) is connected to a fixed in prestress steel silk screen (2) both sides by fortifying fibre (4); Light aggregate concrete (3) waters in the cavity that is filled in faced wall plate (1) and prestress steel silk screen (2) and fortifying fibre (4) formation, forms an organic whole.
2. facing wallboard according to claim 1 strengthens light aggregate concrete structure cast-in-place body of wall from mould prestress steel silk screen, it is characterized in that, facing wallboard (1) can be a wall facing sheet material, also can be to be composited by decorative board and fibre reinforced concrete.
3. facing wallboard according to claim 1 strengthens light aggregate concrete structure cast-in-place body of wall from mould prestress steel silk screen, it is characterized in that described fortifying fibre (4) can be a chemical fibre, also can be other various fibrous materials such as steel wire.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200954354U CN201065589Y (en) | 2007-03-08 | 2007-03-08 | Facing wall panel self-simulation prestressed steel wire net enhanced light aggregate concrete structure cast in-situ wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200954354U CN201065589Y (en) | 2007-03-08 | 2007-03-08 | Facing wall panel self-simulation prestressed steel wire net enhanced light aggregate concrete structure cast in-situ wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201065589Y true CN201065589Y (en) | 2008-05-28 |
Family
ID=39482761
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007200954354U Expired - Fee Related CN201065589Y (en) | 2007-03-08 | 2007-03-08 | Facing wall panel self-simulation prestressed steel wire net enhanced light aggregate concrete structure cast in-situ wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201065589Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101824898A (en) * | 2010-05-29 | 2010-09-08 | 陈耀强 | Geothermal floor |
| CN105275206A (en) * | 2014-07-11 | 2016-01-27 | 郑州三迪建筑科技有限公司 | A construction method of an external wall of a building |
| CN106639070A (en) * | 2017-02-16 | 2017-05-10 | 青岛实大传伟节能科技有限公司 | Assembly-type double template inner connection set for cast-in-situ wall body |
-
2007
- 2007-03-08 CN CNU2007200954354U patent/CN201065589Y/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101824898A (en) * | 2010-05-29 | 2010-09-08 | 陈耀强 | Geothermal floor |
| CN101824898B (en) * | 2010-05-29 | 2012-10-10 | 陈耀强 | Geothermal floor |
| CN105275206A (en) * | 2014-07-11 | 2016-01-27 | 郑州三迪建筑科技有限公司 | A construction method of an external wall of a building |
| CN106639070A (en) * | 2017-02-16 | 2017-05-10 | 青岛实大传伟节能科技有限公司 | Assembly-type double template inner connection set for cast-in-situ wall body |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20080528 |