CN2408160Y - Shape changing heat rolled steel bar prestress concrete overlapped floor slab - Google Patents
Shape changing heat rolled steel bar prestress concrete overlapped floor slab Download PDFInfo
- Publication number
- CN2408160Y CN2408160Y CN 00219590 CN00219590U CN2408160Y CN 2408160 Y CN2408160 Y CN 2408160Y CN 00219590 CN00219590 CN 00219590 CN 00219590 U CN00219590 U CN 00219590U CN 2408160 Y CN2408160 Y CN 2408160Y
- Authority
- CN
- China
- Prior art keywords
- base plate
- thin plate
- floor slab
- concrete
- prestressed concrete
- Prior art date
- 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
Links
Images
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model relates to a common building structure, particularly a shape changing heat rolled steel bar prestressed concrete overlapped floor slab, which comprises a bottom plate which is composed of one or more steel reinforced concrete thin slabs. The upper surface of the bottom plate is covered with an overlapped concrete layer with steel bars. When the shape changing heat rolled steel bar prestressed concrete overlapped floor slab is used, the construction period can be shortened, moulds can be reduced, the engineering cost can be lowered, and the construction quality can be improved. The utility model can be widely used for industrial and civil constructions, bridges, elevated highways, etc.
Description
The utility model relates to a kind of buildings in general structure, a kind of distortion hot-rolled reinforced bar prestressed concrete laminated floor slab.
The floor of present architectural usefulness, a kind of is precast plate, and this precast plate is used on the building, and its shock resistance is relatively poor.Another kind of floor is integrated poured floor, and this floor shock resistance is strong, but need use a large amount of templates when building, and is long in time limit, the cost height, and quality is difficult for stable.
The technical solution of the utility model is: a kind of distortion hot-rolled reinforced bar prestressed concrete laminated floor slab, it includes the base plate that the reinforced concrete thin plate more than one or constitutes, and covers the folded pouring concrete layer that one deck is furnished with reinforcing bar above the base plate.The above and below that constitutes the thin plate of base plate can be the plane.Constitute on the thin sheet surface of base plate can between be separated with the rib of projection.Between base plate and the folded pouring concrete layer insulating can be arranged.Reinforcing bar in the reinforced concrete thin plate of base plate can stretch out from the two ends of thin plate.Reinforcing bar in the reinforced concrete thin plate of base plate can stretch out from an end of thin plate.Reinforcing bar in the reinforced concrete thin plate of base plate also can stretch out around thin plate.
The utility model has the advantages that:, can reduce the use template in a large number owing to constitute base plate with reinforced concrete thin plate.Reinforced concrete thin plate can be prefabricated in the factory, but the reduction of erection time, and the quality of raising floor reduces cost.Cover one deck above the base plate and be furnished with the folded pouring concrete layer formation floor of reinforcing bar, make whole floor shock resistance good.
Further specify the technical solution of the utility model below in conjunction with drawings and Examples:
Accompanying drawing 1 is a structural representation of the present utility model;
Accompanying drawing 2 is structural representations of the base plate of figure;
Accompanying drawing 3 is structural representations of embodiment 2;
Accompanying drawing 4 is base arrangement schematic diagrames of Fig. 3;
Accompanying drawing 5 is structural representations of embodiment 3;
Accompanying drawing 6 is base arrangement schematic diagrames of Fig. 5;
Embodiment 1:
With reference to accompanying drawing 1,2, by the method for making precast plate, make the prestressed reinforced concrete thin plate with low-alloy dish circle distortion hot-rolled reinforced bar as reinforcing bar and make base plate 1 (see figure 2), cloth steel mesh reinforcement or reinforcing bar 3 on base plate 1, pouring concrete is made the folded layer 2 that waters of the concrete of being furnished with reinforcing bar that covers on the base plate 1 again.
Embodiment 2:
With reference to accompanying drawing 3,4, by the method for making precast plate, make the prestressed reinforced concrete thin plate with low-alloy dish circle distortion hot-rolled reinforced bar as reinforcing bar and make base plate 1 (see figure 4), the reinforced concrete thin plate that constitutes base plate 1 has more than two and is put together, the reinforcing bar of thin plate has from the two ends of thin plate and stretches out, and also has from an end of thin plate or stretches out all around, pieced together base plate 1 after, cloth steel mesh reinforcement or reinforcing bar 3 on base plate 1, pouring concrete is made the folded layer 2 that waters of the concrete of being furnished with reinforcing bar that covers on the base plate 1 again.
Embodiment 3:
With reference to accompanying drawing 5,6, by the method for making precast plate, make the prestressed reinforced concrete thin plate with low-alloy dish circle distortion hot-rolled reinforced bar as reinforcing bar and make base plate 1 (see figure 6), be separated with the rib 4 of projection between the upper surface of the thin plate of formation base plate 1, at base plate 1 upper berth one deck insulating 5, insulation layer can be with expanded material or other material, cloth steel mesh reinforcement or reinforcing bar 3 on base plate 1 again, and pouring concrete is made the folded layer 2 that waters of the concrete of being furnished with reinforcing bar that covers on the base plate 1 again.
The making of reinforced concrete thin plate as required, to can be made into the surface have protruding rib, also can be made into the plane, can be made into reinforcing bar from an end, the two ends of thin plate or stretch out all around.
Claims (7)
1, a kind of distortion hot-rolled reinforced bar prestressed concrete laminated floor slab is characterized in that: it includes the base plate that the reinforced concrete thin plate more than one or constitutes, and covers the folded pouring concrete layer that one deck is furnished with reinforcing bar above the base plate.
2, distortion hot-rolled reinforced bar prestressed concrete laminated floor slab according to claim 1 is characterized in that: the above and below that constitutes the thin plate of base plate is the plane.
3, distortion hot-rolled reinforced bar prestressed concrete laminated floor slab according to claim 1 is characterized in that: the rib that is separated with projection between on the surface of the thin plate of formation base plate.
4, distortion hot-rolled reinforced bar prestressed concrete laminated floor slab according to claim 3 is characterized in that: between base plate and the folded pouring concrete layer insulating is arranged.
5, according to claim 1 or 2,3,4 described distortion hot-rolled reinforced bar prestressed concrete laminated floor slabs, it is characterized in that: the reinforcing bar in the reinforced concrete thin plate of base plate stretches out from the two ends of thin plate.
6, according to claim 1 or 2,3,4 described distortion hot-rolled reinforced bar prestressed concrete laminated floor slabs, it is characterized in that: the reinforcing bar in the reinforced concrete thin plate of base plate stretches out from an end of thin plate.
7, according to claim 1 or 2,3,4 described distortion hot-rolled reinforced bar prestressed concrete laminated floor slabs, it is characterized in that: the reinforcing bar in the reinforced concrete thin plate of base plate stretches out around thin plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00219590 CN2408160Y (en) | 2000-03-09 | 2000-03-09 | Shape changing heat rolled steel bar prestress concrete overlapped floor slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00219590 CN2408160Y (en) | 2000-03-09 | 2000-03-09 | Shape changing heat rolled steel bar prestress concrete overlapped floor slab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2408160Y true CN2408160Y (en) | 2000-11-29 |
Family
ID=33584767
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 00219590 Expired - Fee Related CN2408160Y (en) | 2000-03-09 | 2000-03-09 | Shape changing heat rolled steel bar prestress concrete overlapped floor slab |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2408160Y (en) |
Cited By (20)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101096875B (en) * | 2003-10-21 | 2010-08-11 | 邱则有 | Cavity formwork member |
| CN101089319B (en) * | 2003-10-21 | 2010-09-01 | 邱则有 | Hollow mould component |
| CN101089318B (en) * | 2003-10-21 | 2010-09-01 | 邱则有 | Hollow mould component |
| CN101078278B (en) * | 2003-10-21 | 2010-09-01 | 邱则有 | Cavity form component |
| CN101113625B (en) * | 2003-10-21 | 2010-09-08 | 邱则有 | Cavity formwork member |
| CN101078279B (en) * | 2003-10-21 | 2010-09-15 | 邱则有 | Cavity form component |
| CN101113626B (en) * | 2003-10-21 | 2010-09-22 | 邱则有 | Cavity formwork member |
| CN101096871B (en) * | 2003-10-21 | 2010-10-06 | 邱则有 | Cavity formwork member |
| CN101096877B (en) * | 2003-10-21 | 2010-11-03 | 邱则有 | Cavity formwork member |
| CN101096873B (en) * | 2003-10-21 | 2010-11-03 | 邱则有 | Cavity formwork member manufacture method |
| CN101096876B (en) * | 2003-10-21 | 2010-11-03 | 邱则有 | Cavity formwork member |
| CN101153508B (en) * | 2003-10-21 | 2010-12-08 | 湖南邱则有专利战略策划有限公司 | Cavity formwork member |
| CN101096874B (en) * | 2003-10-21 | 2010-12-08 | 湖南邱则有专利战略策划有限公司 | Cavity formwork member |
| CN101089321B (en) * | 2003-10-21 | 2010-12-15 | 湖南邱则有专利战略策划有限公司 | Hollow mould component |
| CN101078277B (en) * | 2003-10-21 | 2010-12-15 | 湖南邱则有专利战略策划有限公司 | Cavity form component |
| CN102777033A (en) * | 2011-03-17 | 2012-11-14 | 有利华建筑预制件有限公司 | Method for mounting prefabricated kitchen |
| CN102777032A (en) * | 2011-03-17 | 2012-11-14 | 有利华建筑预制件有限公司 | Installation method of prefabricated toilet |
| CN101089316B (en) * | 2003-10-21 | 2013-10-16 | 湖南邱则有专利战略策划有限公司 | Hollow mould component |
| CN101089320B (en) * | 2003-10-21 | 2013-10-16 | 湖南邱则有专利战略策划有限公司 | Hollow mould component |
| CN101089315B (en) * | 2003-10-21 | 2015-07-08 | 湖南邱则有专利战略策划有限公司 | Hollow mould component |
-
2000
- 2000-03-09 CN CN 00219590 patent/CN2408160Y/en not_active Expired - Fee Related
Cited By (20)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101096876B (en) * | 2003-10-21 | 2010-11-03 | 邱则有 | Cavity formwork member |
| CN101089316B (en) * | 2003-10-21 | 2013-10-16 | 湖南邱则有专利战略策划有限公司 | Hollow mould component |
| CN101089318B (en) * | 2003-10-21 | 2010-09-01 | 邱则有 | Hollow mould component |
| CN101078278B (en) * | 2003-10-21 | 2010-09-01 | 邱则有 | Cavity form component |
| CN101113625B (en) * | 2003-10-21 | 2010-09-08 | 邱则有 | Cavity formwork member |
| CN101078279B (en) * | 2003-10-21 | 2010-09-15 | 邱则有 | Cavity form component |
| CN101113626B (en) * | 2003-10-21 | 2010-09-22 | 邱则有 | Cavity formwork member |
| CN101096875B (en) * | 2003-10-21 | 2010-08-11 | 邱则有 | Cavity formwork member |
| CN101089315B (en) * | 2003-10-21 | 2015-07-08 | 湖南邱则有专利战略策划有限公司 | Hollow mould component |
| CN101089319B (en) * | 2003-10-21 | 2010-09-01 | 邱则有 | Hollow mould component |
| CN101096871B (en) * | 2003-10-21 | 2010-10-06 | 邱则有 | Cavity formwork member |
| CN101153508B (en) * | 2003-10-21 | 2010-12-08 | 湖南邱则有专利战略策划有限公司 | Cavity formwork member |
| CN101096874B (en) * | 2003-10-21 | 2010-12-08 | 湖南邱则有专利战略策划有限公司 | Cavity formwork member |
| CN101089321B (en) * | 2003-10-21 | 2010-12-15 | 湖南邱则有专利战略策划有限公司 | Hollow mould component |
| CN101078277B (en) * | 2003-10-21 | 2010-12-15 | 湖南邱则有专利战略策划有限公司 | Cavity form component |
| CN101096877B (en) * | 2003-10-21 | 2010-11-03 | 邱则有 | Cavity formwork member |
| CN101089320B (en) * | 2003-10-21 | 2013-10-16 | 湖南邱则有专利战略策划有限公司 | Hollow mould component |
| CN101096873B (en) * | 2003-10-21 | 2010-11-03 | 邱则有 | Cavity formwork member manufacture method |
| CN102777032A (en) * | 2011-03-17 | 2012-11-14 | 有利华建筑预制件有限公司 | Installation method of prefabricated toilet |
| CN102777033A (en) * | 2011-03-17 | 2012-11-14 | 有利华建筑预制件有限公司 | Method for mounting prefabricated kitchen |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN2408160Y (en) | Shape changing heat rolled steel bar prestress concrete overlapped floor slab | |
| CN107542196A (en) | Prestressed concrete bidirectional laminated slab and preparation method | |
| CN202194317U (en) | Guide rail structure for cast-in-site concrete slope surface | |
| CN106555453A (en) | A kind of prefabricated overlapped hollow plate of prestressing force and its construction method | |
| CN101131019A (en) | Compound floor slab and its production and installation method | |
| CN107859059B (en) | Connecting node structure of prefabricated sandwich side wall and prefabricated superposed bottom plate and construction method thereof | |
| CN209556190U (en) | A kind of prefabricated composite floor | |
| CN2417223Y (en) | Floor structure cast in situ with reinforcement inside | |
| JP3610828B2 (en) | High-strength lightweight composite girder bridge and its construction method | |
| CN113027021A (en) | Support-free prefabricated floor slab with bracket | |
| CN115741985A (en) | Production method of pier column containing shear keys | |
| CN213926977U (en) | Prefabricated bottom plate with hidden beam and folded plate type laminated slab comprising prefabricated bottom plate | |
| CN101684676B (en) | Perlite polyphenylene compound filling block, method for preparing same and filled floor plate construction method | |
| CN101487309A (en) | Precast slab for cast-in-situ floor and its construction method | |
| CN2276953Y (en) | Prestressed concrete hollow floor | |
| CN112064824A (en) | Combined-connection prefabricated shear wall system | |
| CN111733691A (en) | Connecting structure and method for prefabricated cylinder and pile foundation | |
| CN213926978U (en) | Folded plate type prefabricated bottom plate and folded plate type laminated slab comprising same | |
| CN216552607U (en) | Fabricated disassembly-free laminated slab | |
| CN214531146U (en) | Connection structure of coincide floor and steel column | |
| CN218714214U (en) | UHPC-NC sandwich floor structure without template | |
| CN211229126U (en) | Double-sided overlapped low-multilayer sloping roof and house using overlapped roof panels | |
| CN220100429U (en) | Gutter structure at joint of steel frame roof and concrete boundary beam | |
| CN221073465U (en) | Template system for seamless pouring of high and large concrete cylinder of clear water | |
| CN2321850Y (en) | Large prefabricated panel |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |