CN203429848U - T-shaped rib frame honeycomb composite floor slab - Google Patents
T-shaped rib frame honeycomb composite floor slab Download PDFInfo
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- CN203429848U CN203429848U CN201320382142.XU CN201320382142U CN203429848U CN 203429848 U CN203429848 U CN 203429848U CN 201320382142 U CN201320382142 U CN 201320382142U CN 203429848 U CN203429848 U CN 203429848U
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- concrete
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- straight rib
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Abstract
The utility model provides a T-shaped rib frame honeycomb composite floor slab, and belongs to the field of building components. The T-shaped rib frame honeycomb composite floor slab is composed of a prefabricated bottom board and a concrete cast-in-place layer according to the design. The prefabricated bottom board is composed of a reinforced concrete lower layer, a T-shaped concrete straight rib frame and inverted L-shaped concrete straight rib frames. The central T-shaped concrete straight rib frame and the inverted L-shaped concrete straight rib frames symmetrically arranged on the two sides are arranged on the surface of the reinforced concrete lower layer in the longitudinal direction of the reinforced concrete lower layer. Concrete transverse ribs and transverse reinforcing steel bars are arranged between the central T-shaped concrete straight rib frame and the inverted L-shaped concrete straight rib frames on the two sides. Space between the concrete transverse ribs, the T-shaped concrete straight rib frame and the inverted L-shaped concrete straight rib frames on the two sides is filled with light filler. According to the T-shaped rib frame honeycomb composite floor slab, the stress and deformation resistance of the floor slab in the transverse span are enhanced, the weight of the floor slab is reduced, and the floor slab meets the requirement for a wide-span building floor slab; meanwhile, the floor slab is good in thermal insulation and sound insulation performance, suitable for high efficiency production in factories, and convenient to construct on site.
Description
Technical field
A kind of T shape of the utility model rib frame honeycomb laminated floor slab, belongs to building unit field.
Background technology
At present, building floor comprises Bars In Poured Concrete Slab, precast plate and traditional superimposed sheet, and Bars In Poured Concrete Slab globality and anti-seismic performance are good, but needs a large amount of templates, time-consuming taking a lot of work.Precast plate does not need template, and assembling speed is fast, but the globality of structure and shock resistance are poor.Tradition superimposed sheet pre-erection and cast-in-place part have merged respectively the advantage of above two plates, but pre-erection is unreliable with being connected of cast-in-place part, and dead load is large, waste material.
Utility model content
The purpose of this utility model is to provide a kind of T shape rib frame honeycomb laminated floor slab, alleviates floor deadweight, increases floor at the stressed and deformation resistance of horizontal span, to be applicable to the needs of long span building floor, meanwhile, insulation, sound insulation, and be suitable for the production of efficient industrial rate.
The utility model is realized by following scheme:
A kind of T shape of the utility model rib frame honeycomb laminated floor slab, by prefabricated panel and concrete cast-in-situ layer, formed, described prefabricated panel is by steel concrete lower floor, the straight rib frame of T-shaped concrete and the straight rib frame of inversion L-type concrete form, on steel concrete lower floor surface, along it, be longitudinally respectively arranged with the symmetrical straight rib of L-type concrete of being inverted of the straight rib of the T-shaped concrete in center and both sides, between the straight rib frame of the T-shaped concrete in center and the straight rib frame of side-inverted L-type concrete, there are concrete cross rib and transverse reinforcement, in space between concrete cross rib and the straight rib frame 3 of T-shaped concrete and the straight rib frame of side-inverted L-type concrete, there is light filling thing.
The longitudinal two ends of described prefabricated panel are concrete enclosing end.
The longitudinal both sides of the edge of described prefabricated panel are symmetrically arranged with and connect contract mouth.
The utility model has strengthened the stressed and deformation resistance of floor at horizontal span, has alleviated floor deadweight, is applicable to the needs of long span building floor, and meanwhile, insulation, sound-proofing is good, and is suitable for efficient industrial rate and produces, and site operation is convenient.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation
Fig. 2 is the straight rib frame of the T-shaped concrete in prefabricated panel center and the straight rib frame of the side-inverted L-type concrete schematic diagram of the utility model
Fig. 3 is that between the straight rib frame of the T-shaped concrete in prefabricated panel center of the utility model and the straight rib frame of side-inverted L-type concrete, filler arranges schematic diagram
Fig. 4 is the integral prefabricated base plate schematic diagram of the utility model
The specific embodiment
Below in conjunction with accompanying drawing, implementation process of the present invention is described.
A kind of T shape of the utility model rib frame honeycomb laminated floor slab, by prefabricated panel and cast-in-situ concrete layer, formed, prefabricated panel is by steel concrete lower floor 1, the straight rib concrete 4 of T-shaped straight rib concrete 3 and inversion L-type forms, first, press prefabricated panel longitudinal, parallel interval arranges prestressed reinforcement 5, build and prepare steel concrete lower floor 1, then, by the mould of setting, adopt current in the industry method, surface in steel concrete lower floor 1, carry out concreting for the first time and make rib frame: be longitudinal along prefabricated panel, the straight rib frame 3 of the T-shaped concrete in making center and the straight rib frame 4 of side-inverted L-type concrete, referring to Fig. 2, space-filling light filling thing 6 between the straight rib frame 3 of the T-shaped concrete in Zai center and the straight rib frame 4 of side-inverted L-type concrete, the reserved interval 8-1 that makes concrete cross rib 8 between filler, as shown in Figure 3, the straight rib frame 3 of T-shaped concrete the be reserved with transverse reinforcement hole 7-1 corresponding to the straight rib frame 4 of side-inverted L-type concrete at center, transverse reinforcement 7 is by between the straight rib frame 3 of the T-shaped concrete of reinforced hole cross center and the straight rib frame 4 rib framves of side-inverted L-type concrete, then carry out concreting for the second time and form cross rib 8, and make cross rib, filler, reinforcing bar and steel concrete lower floor become integral prefabricated base plate, the longitudinal two ends of this prefabricated panel are concrete enclosing end, in the longitudinal both sides of the edge of prefabricated panel, be provided with the symmetrical contract mouth that connects.As shown in Figure 4.Prefabricated panel prepared by batch production is transported to scene, builds at the construction field (site) overlapping layers 2 and forms superimposed sheet.
Claims (3)
1. a T shape rib frame honeycomb laminated floor slab, by prefabricated panel and concrete cast-in-situ layer, formed, it is characterized in that, described prefabricated panel is by steel concrete lower floor, the straight rib frame of T-shaped concrete and the straight rib frame of inversion L-type concrete form, on steel concrete lower floor surface, along it, be longitudinally respectively arranged with the symmetrical straight rib of L-type concrete of being inverted of the straight rib of the T-shaped concrete in center and both sides, between the straight rib frame of the T-shaped concrete in center and the straight rib frame of side-inverted L-type concrete, there are concrete cross rib and transverse reinforcement, in space between concrete cross rib and the straight rib frame of T-shaped concrete and the straight rib frame of side-inverted L-type concrete, there is light filling thing.
2. a kind of T shape rib frame honeycomb laminated floor slab according to claim 1, is characterized in that, the longitudinal two ends of prefabricated panel are concrete enclosing end.
3. a kind of T shape rib frame honeycomb laminated floor slab according to claim 1, is characterized in that, the longitudinal both sides of the edge of prefabricated panel are symmetrically arranged with and connect contract mouth.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320382142.XU CN203429848U (en) | 2013-06-28 | 2013-06-28 | T-shaped rib frame honeycomb composite floor slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320382142.XU CN203429848U (en) | 2013-06-28 | 2013-06-28 | T-shaped rib frame honeycomb composite floor slab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203429848U true CN203429848U (en) | 2014-02-12 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320382142.XU Expired - Fee Related CN203429848U (en) | 2013-06-28 | 2013-06-28 | T-shaped rib frame honeycomb composite floor slab |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203429848U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105839822A (en) * | 2016-05-06 | 2016-08-10 | 湖南标迪夫节能科技有限公司 | Assembly type prefabricated part for cavity floor system |
| CN106142337A (en) * | 2015-04-22 | 2016-11-23 | 辽宁易筑建筑材料有限公司 | A kind of mechanical-moulded dry concrete base plate with ribbing and preparation method thereof |
| CN107542282A (en) * | 2017-10-11 | 2018-01-05 | 中国建筑第五工程局有限公司 | A kind of variable large space assembled-type house building |
| CN108005285A (en) * | 2018-01-22 | 2018-05-08 | 齐齐哈尔大学 | A kind of multi-laminate plywood of framework of steel reinforcement interval adjustable |
| CN108104345A (en) * | 2018-01-08 | 2018-06-01 | 齐齐哈尔大学 | A kind of large-span prestressed lightweight aggregate concrete superimposed sheet |
| CN108532807A (en) * | 2018-04-28 | 2018-09-14 | 刘鹏飞 | A kind of steel skeleton hollow pre-fabricated panels |
-
2013
- 2013-06-28 CN CN201320382142.XU patent/CN203429848U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106142337A (en) * | 2015-04-22 | 2016-11-23 | 辽宁易筑建筑材料有限公司 | A kind of mechanical-moulded dry concrete base plate with ribbing and preparation method thereof |
| CN106142337B (en) * | 2015-04-22 | 2019-08-02 | 辽宁易筑建筑材料有限公司 | A kind of mechanical-moulded dry concrete bottom plate with ribbing and preparation method thereof |
| CN105839822A (en) * | 2016-05-06 | 2016-08-10 | 湖南标迪夫节能科技有限公司 | Assembly type prefabricated part for cavity floor system |
| CN107542282A (en) * | 2017-10-11 | 2018-01-05 | 中国建筑第五工程局有限公司 | A kind of variable large space assembled-type house building |
| CN108104345A (en) * | 2018-01-08 | 2018-06-01 | 齐齐哈尔大学 | A kind of large-span prestressed lightweight aggregate concrete superimposed sheet |
| CN108104345B (en) * | 2018-01-08 | 2020-02-07 | 齐齐哈尔大学 | Large-span prestressed lightweight aggregate concrete superimposed sheet |
| CN108005285A (en) * | 2018-01-22 | 2018-05-08 | 齐齐哈尔大学 | A kind of multi-laminate plywood of framework of steel reinforcement interval adjustable |
| CN108005285B (en) * | 2018-01-22 | 2024-01-30 | 齐齐哈尔大学 | Multilayer superimposed sheet with adjustable steel reinforcement skeleton interval |
| CN108532807A (en) * | 2018-04-28 | 2018-09-14 | 刘鹏飞 | A kind of steel skeleton hollow pre-fabricated panels |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140212 Termination date: 20160628 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |