CN201047126Y - Prefabricated building module component - Google Patents
Prefabricated building module component Download PDFInfo
- Publication number
- CN201047126Y CN201047126Y CNU2007201162189U CN200720116218U CN201047126Y CN 201047126 Y CN201047126 Y CN 201047126Y CN U2007201162189 U CNU2007201162189 U CN U2007201162189U CN 200720116218 U CN200720116218 U CN 200720116218U CN 201047126 Y CN201047126 Y CN 201047126Y
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- CN
- China
- Prior art keywords
- prefabricated
- building module
- reinforcing bar
- precast
- supporting plate
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- 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.)
- Expired - Fee Related
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Abstract
The utility model provides a component for a precast building module, and is a precast building module component by putting together the precast building module as a tyre module. The integration performance of a solid floor board poured by traditional steel bar concrete is bad, the shock resistance performance is low, and the crazing problem of the floor board is not solved completely all the time, thereby seriously influencing project quality. The precast building module component comprises: a case board (1), the case board is provided with a precast support board (2) with a positioning slot (10); the positioning slot of the precast support board is provided with a precast module (3) of a positioning slot (11); steel bar is arranged between every two neighboring precast modules; the steel bar is fastened with tight-hanging steel wire (8); the precast support board, the precast module, and the tight-hanging steel wire are poured with concrete (9). The product is used as a building module component of a novel floor board.
Description
Technical field:
It is the prefabricated building unit of loose tool with the splicing prefabricated building module that the utility model relates to a kind of, and it relates to a kind of floor of new structure.
Background technology:
Traditional steel concrete cast solid floor is the most ripe, the most widely used floor slab structure of technology in the Contemporary Architecture engineering.Adopt in more economical rational floor slab structure and the advanced use of manufacture method and quicken construction speed, reduce engineering cost and all have great significance for building.At present in the floor slab structure of steel concrete, various ways such as prefabricated assembled floor, ribbed slab floor, prestressing without bondn floor are arranged, wherein prefabricated assembled floor has advantages such as production efficiency height, site construction technology are good.But the floor globality is poor, and shock resistance is low, and the slab-joint cracking problem of floor fails to obtain satisfactory solution all the time, is seriously influencing workmanship.Though present most widely used solid floor decreases to construction requirement, but it is many to exist consume material, from great shortcoming, though the floor with close rib is more reasonable than solid floor, can save material, weight reduction, but still be in the on-mechanical production status at present, because the low demand that is difficult to satisfy building trade of production efficiency.In recent years I the invention (patent No.: ZL2006200202860) " prefabricated construction loose tool (YGJM) " no beam cassette ceiling technology has well overcome the shortcoming of above-mentioned floor.It has, and, ceiling few from heavy and light, consumptive material do not have beam, post is non-cap, comprehensive cost is low characteristics are applied.But any one innovation and creation all inevitably exists certain historical limitation's property, and damaged big in transportation as diaphragm capsule, weight is heavier relatively, awaits perfect.
Summary of the invention:
It is the prefabricated building module member of loose tool with the splicing prefabricated building module that the purpose of this utility model provides a kind of, and this novel prefabricated building module member is produced on a large scale.
Above-mentioned purpose realizes by following technical scheme:
The prefabricated building module member, its composition comprises: the box plate, put prefabricated supporting plate on the described box plate with locating slot, place Prefabricated block in the described prefabricated supporting plate locating slot with locating slot, between every adjacent two described Prefabricated blocks, arrange reinforcing bar, binding hangs tight steel wire on the described reinforcing bar, described prefabricated supporting plate, Prefabricated block, hangs tight and is cast with concrete on the steel wire.
Described prefabricated building module member, described reinforcing bar comprises transversely reinforcing bar, laterally descends reinforcing bar, vertically goes up reinforcing bar, vertically descends reinforcing bar.
Described prefabricated building module member, described Prefabricated block comprise light body expanded material, and described light body expanded material surface scribbles and strengthens coating A, strengthens coating B, strengthens coating C, and described enhancing is coated with interlayer and accompanies fiber-reinforced layer.
Described prefabricated building module member includes the fortifying fibre net and hangs tight steel wire in the described prefabricated supporting plate.
Described prefabricated building module member, the locating slot of described prefabricated supporting plate cooperates by male and female face with the locating slot of described Prefabricated block.
This technical scheme has following beneficial effect:
1. prefabricated supporting plate, the module in the utility model is a kind of batch production manufacturing, on-the-spot assembly unit arbitrarily, not reusable prefabricated supporting plate, module.It is support with the box plate, can put assembly unit arbitrarily by the working design requirement, and need not any transportation and hanging device, the ceiling processing of need not plastering, other construction technologies have reduced operation relatively, have saved manpower and materials, and have solved the great technical barrier of cracks on floor slab.Simultaneously it has mechanization production efficiency height, advantage that product shaping is good, is applicable to standardized production.
2. because the utility model has adopted the location structure design to make speed of application faster and contained the randomness of location, improved the casting quality of floor.The floor that adopts present technique to build has that bending resistance is big, consumptive material is few, cost is low, shock resistance is strong, improve be incubated, set fire, every technical indicator such as soundproof effect.
3. the utility model floor modules can adopt solid foaming structure or hollow foaming structure according to user's request.Because the utility model has adopted foaming and surperficial enhancing technology, its intensity, weight, cost are better than like product, are beneficial to and apply.
4. fiber-reinforced layer of the present utility model can require increase and decrease voluntarily according to working design.Need not fix during assembly unit between prefabricated supporting plate and the Prefabricated block.
Description of drawings:
Accompanying drawing 1 is the prefabricated building module element structure schematic diagram of this product.
Accompanying drawing 2 is that the A-A of prefabricated building module element structure schematic diagram of this product is to sectional drawing.
Accompanying drawing 3 is that the A-A of prefabricated building module element structure schematic diagram of this product is to the Prefabricated block sectional drawing.
Accompanying drawing 4 is prefabricated support board structure schematic diagrames.
Accompanying drawing 5 is that the A-A of prefabricated supporting plate schematic diagram is to sectional drawing.
Accompanying drawing 6 is first kind of structural representation of Prefabricated block.
Accompanying drawing 7 is that the A-A of first kind of structural representation of Prefabricated block is to sectional drawing.
Accompanying drawing 8 is that the A-A of first kind of structural representation of Prefabricated block is to the local enlarged diagram of the solid foaming structure in the B place of sectional drawing.
Accompanying drawing 9 is second kind of structural representation of Prefabricated block.
Accompanying drawing 10 is that the A-A of second kind of structural representation of Prefabricated block is to sectional drawing.
Accompanying drawing 11 is that the A-A of second kind of structural representation of Prefabricated block is to the local enlarged diagram of the solid foaming structure in the B place of sectional drawing.
Accompanying drawing 12 is the third structural representations of Prefabricated block.
Accompanying drawing 13 is that the A-A of the third structural representation of Prefabricated block is to sectional drawing.
Accompanying drawing 14 is that the A-A of the third structural representation of Prefabricated block is to the local enlarged diagram of the solid foaming structure in the B place of sectional drawing.
Accompanying drawing 15 is construction schematic diagrames of cast-in-site floor.
Accompanying drawing 16 is construction longitudinal profile working drawings of cast-in-site floor.
Accompanying drawing 17 is construction horizontal section working drawings of cast-in-site floor.
Accompanying drawing 18 is that figure is finished in the longitudinal profile construction of cast-in-site floor.
Accompanying drawing 19 is the 4th kind of structural representations of Prefabricated block.
Accompanying drawing 20 is that the A-A of the 4th kind of structural representation of Prefabricated block is to sectional drawing.
Accompanying drawing 21 is that the A-A of the 4th kind of structural representation of Prefabricated block is to the local enlarged diagram of the hollow foaming structure in the B place of sectional drawing.
The specific embodiment:
Embodiment 1:
The prefabricated building module member, its composition comprises: box plate 1, put prefabricated supporting plate 2 on the described box plate, described prefabricated supporting plate has prefabricated supporting plate locating slot 10, place Prefabricated block 3 in the described prefabricated supporting plate locating slot, described Prefabricated block has Prefabricated block locating slot 11, between every adjacent two described Prefabricated blocks, arrange transversely reinforcing bar 4, reinforcing bar 5 laterally, vertically go up reinforcing bar 6, vertically descend reinforcing bar 7, binding hangs tight steel wire 8 on described horizontal reinforcing bar down and the vertical reinforcing bar down, described prefabricated supporting plate, Prefabricated block, hang tight fluid concrete 9 on the steel wire, the two ends of reinforcing bar can be integrally welded with the reinforcing bar of body of wall.
Described prefabricated building module member, described Prefabricated block comprise light body expanded material 31, and described light body expanded material surface scribbles and strengthens coating A32, strengthens coating B33, strengthens coating C34, and described enhancing is coated with interlayer and accompanies fiber-reinforced layer 35.
Described prefabricated building module member includes fortifying fibre net 21 and hangs tight steel wire in the described prefabricated supporting plate, described Prefabricated block is a solid construction.The locating slot of described prefabricated supporting plate cooperates by male and female face with the locating slot of described Prefabricated block.During construction, carry out support earlier, lay supporting plate, require reinforcing bar two ends and body of wall reinforcing bar to be fastened according to working design, put prefabricated fetal membrane by the designing requirement assembly unit tying the steel rolling muscle above the supporting plate with it, casting concrete and vibrating is treated that concrete reaches to dismantle after the intensity to support and the box plate.
Claims (5)
1. prefabricated building module member, its composition comprises: the box plate, it is characterized in that: put prefabricated supporting plate on the described box plate with locating slot, place Prefabricated block in the described prefabricated supporting plate locating slot with locating slot, between every adjacent two described Prefabricated blocks, arrange reinforcing bar, binding hangs tight steel wire on the described reinforcing bar, described prefabricated supporting plate, Prefabricated block, hangs tight and is cast with concrete on the steel wire.
2. prefabricated building module member according to claim 1 is characterized in that: described reinforcing bar comprises transversely reinforcing bar, laterally descends reinforcing bar, vertically goes up reinforcing bar, vertically descends reinforcing bar.
3. prefabricated building module member according to claim 1 and 2, it is characterized in that: described Prefabricated block comprises light body expanded material, and described light body expanded material surface scribbles and strengthens coating A, strengthens coating B, strengthen coating C, described enhancing is coated with interlayer and accompanies fiber-reinforced layer.
4. prefabricated building module member according to claim 1 and 2 is characterized in that: include the fortifying fibre net in the described prefabricated supporting plate and hang tight steel wire.
5. prefabricated building module member according to claim 1 and 2 is characterized in that: the locating slot of described prefabricated supporting plate cooperates by male and female face with the locating slot of described Prefabricated block.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007201162189U CN201047126Y (en) | 2007-05-21 | 2007-05-21 | Prefabricated building module component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007201162189U CN201047126Y (en) | 2007-05-21 | 2007-05-21 | Prefabricated building module component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201047126Y true CN201047126Y (en) | 2008-04-16 |
Family
ID=39299705
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007201162189U Expired - Fee Related CN201047126Y (en) | 2007-05-21 | 2007-05-21 | Prefabricated building module component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201047126Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104005502A (en) * | 2014-05-04 | 2014-08-27 | 黄涛 | Prefabricated and light floor cover plate and industrialized building house floor plate structure |
| CN104314212A (en) * | 2014-11-04 | 2015-01-28 | 虞建民 | Cast-in-place hollow slab system comprising prefabricated polystyrene composite box components |
-
2007
- 2007-05-21 CN CNU2007201162189U patent/CN201047126Y/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104005502A (en) * | 2014-05-04 | 2014-08-27 | 黄涛 | Prefabricated and light floor cover plate and industrialized building house floor plate structure |
| CN104314212A (en) * | 2014-11-04 | 2015-01-28 | 虞建民 | Cast-in-place hollow slab system comprising prefabricated polystyrene composite box components |
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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: 20080416 Termination date: 20120521 |