CN203546994U - Prefabricated superimposed floor slab and floor-slab layer - Google Patents
Prefabricated superimposed floor slab and floor-slab layer Download PDFInfo
- Publication number
- CN203546994U CN203546994U CN201320612201.8U CN201320612201U CN203546994U CN 203546994 U CN203546994 U CN 203546994U CN 201320612201 U CN201320612201 U CN 201320612201U CN 203546994 U CN203546994 U CN 203546994U
- Authority
- CN
- China
- Prior art keywords
- prefabricated stacking
- stacking floor
- floor
- muscle
- prefabricated
- 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
- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model provides a prefabricated superimposed floor slab and a prefabricated superimposed floor-slab layer. A plurality of connecting ribs with grooves are arranged at intervals at one side or two sides on the two transverse lateral surfaces of the prefabricated superimposed floor slab; a plurality of inserting slots are arranged at intervals in one surface or two surfaces in the two longitudinal end surfaces of the prefabricated superimposed floor slab; a plurality of transverse penetrating ribs and a plurality of longitudinal penetrating ribs are respectively arranged in the prefabricated superimposed floor slab; both ends of each transverse penetrating rib are respectively protruded from the two lateral surfaces, and the transverse penetrating ribs penetrate through the grooves; both ends of each longitudinal penetrating rib are respectively protruded from the two end surfaces, and the longitudinal penetrating ribs penetrate through the inserting slots. The prefabricated superimposed floor-slab layer is characterized in that the prefabricated superimposed floor-slab layer is respectively provided with a plurality of prefabricated superimposed floor slabs in transverse and longitudinal directions, and the prefabricated superimposed floor-slab layer is transversely formed by inserting the transverse penetrating ribs between the two adjacent prefabricated superimposed floor slabs into the grooves to be connected into a whole; the prefabricated superimposed floor-slab layer is longitudinally formed by arranging additional reinforcements into the inserting slots to enable inserting slots to be connected with a beam, a column or a shear wall into a whole.
Description
Technical field
The utility model relates to technical field of buildings, particularly a kind of Prefabricated stacking floor and floor layer.
Background technology
Prefabricated stacking floor is the assembled integral floor that prefabricated plate and cast-in-situ concrete surface layer are formed by stacking.Prefabricated stacking floor has the following disadvantages: 1) preformed layer is thin, does not establish temporary supporting, and applicable span is less; 2) on-the-spot amount of reinforcement is large and tie up cumbersomely, and construction period is longer; 3) Prefabricated stacking floor is made complexity, and cost is high.
Utility model content
The utility model not only provides a kind of simple in structure, Prefabricated stacking floor that can carry out batch production production, the utility model and a kind of floor layer consisting of above-mentioned Prefabricated stacking floor is provided.
For above-mentioned purpose, the utility model is realized by following measures:
A Prefabricated stacking floor, Prefabricated stacking floor both lateral sides face one or both sides are interval with a plurality of reeded connection ribs of being with; In the longitudinal both ends of the surface of Prefabricated stacking floor, one or both sides are interval with a plurality of slots; In Prefabricated stacking floor, be equipped with a plurality of muscle and a plurality of muscle that longitudinally run through of laterally running through; Laterally run through all outstanding two sides, muscle two ends, and laterally run through muscle through groove; Longitudinally run through all outstanding both ends of the surface of muscle two ends, and longitudinally run through muscle through slot.
In above-mentioned Prefabricated stacking floor, Prefabricated stacking floor also includes steel mesh reinforcement, and steel mesh reinforcement stretches out Prefabricated stacking floor both lateral sides face.
In above-mentioned Prefabricated stacking floor, laterally running through muscle and longitudinally running through muscle end is that mushroom expands head.
In above-mentioned Prefabricated stacking floor, groove and slot cross section are circular arc, rectangle, trapezoidal or swallowtail-shaped structure.
In above-mentioned Prefabricated stacking floor, Prefabricated stacking floor is hollow or is filled with light filling thing.
A kind of Prefabricated stacking floor layer, Prefabricated stacking floor layer horizontal and vertical all has a plurality of described Prefabricated stacking floors, Prefabricated stacking floor layer be laterally to insert in groove and connect as one by laterally the running through muscle between adjacent two Prefabricated stacking floors; Prefabricated stacking floor layer longitudinally by additional bar is set in slot, itself and beam, post or shear wall are connected as one.
In above-mentioned Prefabricated stacking floor layer, between adjacent two Prefabricated stacking floors, in groove, be provided with ring-shaped stirrup.
The beneficial effects of the utility model:
1. the utility model only has the fourth of the twelve Earthly Branches, utilizes reinforcing bar to replace tenon;
2. link position arranges ring-shaped stirrup, and two floor anchorage parts are shortened.
3. all parts all can utilize prior art to produce by factory process, realizes standardization, variation, commercial supply and marketing market; Assembling process is simple;
4. overall structure is simple, stressed clear and definite, connect reliably,
5. manufacture, processing, convenient transportation;
6. construction method is simple, and short construction period.
Accompanying drawing explanation
Fig. 1 is that the master of embodiment 1 looks schematic diagram.
Fig. 2 is the schematic side view of embodiment 1.
Fig. 3 is the reinforcement placement schematic diagram of embodiment 1.
Fig. 4 is the cross-sectional schematic of embodiment 1.
Fig. 5 is that 1 two floors of embodiment are in conjunction with horizontal cross-sectional schematic.
Fig. 6 is the cross-sectional schematic of embodiment 2.
Fig. 7 is that 2 two floors of embodiment are in conjunction with horizontal cross-sectional schematic.
Fig. 8 is the cross-sectional schematic of embodiment 3.
Fig. 9 is that 3 two floors of embodiment are in conjunction with horizontal cross-sectional schematic.
Figure 10 is the cross-sectional schematic of embodiment 4.
Figure 11 is that 4 two floors of embodiment are in conjunction with horizontal cross-sectional schematic.
Figure 12 is the cross-sectional schematic of embodiment 5.
Figure 13 is that 5 two floors of embodiment are in conjunction with horizontal cross-sectional schematic.
Figure 14 is the cross-sectional schematic of embodiment 6.
Figure 15 is that 6 two floors of embodiment are in conjunction with horizontal cross-sectional schematic.
Figure 16 is that two floors are in conjunction with schematic top plan view.
Figure 17 is that floor is combined schematic diagram with beam and shear wall.
Figure 18 is that floor is combined schematic diagram with middle girder.
Figure 19 is that floor is combined schematic diagram with side bar.
Figure 20 is that two floor plate junctions connect stirrup and run through muscle structural representation.
Figure 21 is that two floor junctions connect stirrup and the structural representation that runs through the another kind of embodiment of muscle.
Figure 22 is the structural representation of groove or slot.
Figure 23 is the structural representation of groove or slot.
Figure 24 is the structural representation of groove or slot.
In figure 1, longitudinally run through muscle, 2, laterally run through muscle, 3, connection rib, 4, light filling thing, 5, concrete, 6, steel mesh reinforcement, 7, slot, 8, beam, 9, additional bar, 10, shear wall, 11, mushroom expands head, 12, ring-shaped stirrup.
The specific embodiment
Referring now to Figure of description, illustrate selected embodiment of the present utility model, those skilled in the art are only exemplary according to subordinate's explanation of embodiment of the present utility model of the present disclosure, are not in order to limit scheme of the present utility model.
Embodiment 1
With reference to accompanying drawing 1,2,3,4,15, a kind of Prefabricated stacking floor, in Prefabricated stacking floor both lateral sides face, both sides are interval with a plurality of reeded connection ribs 3 of being with; In the longitudinal both ends of the surface of Prefabricated stacking floor, one or both sides are interval with a plurality of slots 7; In Prefabricated stacking floor, be equipped with a plurality of muscle 2 and a plurality of muscle 1 that longitudinally run through of laterally running through; Laterally run through all outstanding two sides, muscle 2 two ends, and laterally run through muscle 2 through groove; Longitudinally run through all outstanding both ends of the surface of muscle 1 two ends, and longitudinally run through muscle 1 through slot 7.
With reference to accompanying drawing 15,16,17,18, a kind of Prefabricated stacking floor layer, Prefabricated stacking floor layer horizontal and vertical all has a plurality of described Prefabricated stacking floors, Prefabricated stacking floor layer be laterally to insert in grooves and connect as one by laterally the running through muscle 2 between adjacent two Prefabricated stacking floors; Prefabricated stacking floor layer longitudinally by itself and beam 8, post or shear wall 10 being connected as one at the interior additional bar 9 that arranges of slot 7.
With reference to accompanying drawing 19,20, between adjacent two Prefabricated stacking floors, in groove, be provided with ring-shaped stirrup 12.
A construction method for Prefabricated stacking floor layer, comprises the following steps:
1) on-the-spot unwrapping wire, installs temporary fixing rack, and fixed mount is used for fixedly shear wall wallboard and support upper strata precast floor slab;
2) Prefabricated stacking floor, transports to job site;
3) hoisting prefabricated laminated floor slab, Prefabricated stacking floor is in place;
4) lay dark beam steel and each additional bar, lay pipeline;
6) on the floor of prefabricated upper strata, build high-flowing concrete 5;
7) enter lower one deck installation.
With reference to accompanying drawing 5,6, Prefabricated stacking floor be hollow 4 or hollow parts be filled with light filling thing, hollow-core construction cross section is rectangle.Other parts are with embodiment 1.
With reference to accompanying drawing 7,8, Prefabricated stacking floor be hollow 4 or hollow parts be filled with light filling thing, hollow-core construction cross section is circular.Other parts are with embodiment 1.
Embodiment 4
With reference to accompanying drawing 9,10, Prefabricated stacking floor also includes steel mesh reinforcement 6, and steel mesh reinforcement 6 stretches out Prefabricated stacking floor both lateral sides face.Other parts are with embodiment 1.
With reference to accompanying drawing 11,12, both lateral sides face one side of Prefabricated stacking floor is interval with a plurality of reeded connection ribs of being with.Other parts are with embodiment 4.
With reference to accompanying drawing 13,14, a kind of Prefabricated stacking floor, in Prefabricated stacking floor both lateral sides face, both sides are interval with a plurality of reeded connection ribs 3 of being with; In the longitudinal both ends of the surface of Prefabricated stacking floor, one or both sides are interval with a plurality of slots 7; In Prefabricated stacking floor, be equipped with a plurality of muscle 2 and a plurality of muscle 1 that longitudinally run through of laterally running through; Laterally run through all outstanding two sides, muscle 2 two ends, and laterally run through muscle 2 through groove; Longitudinally run through all outstanding both ends of the surface of muscle 1 two ends, and longitudinally run through muscle 1 through slot 7.In this embodiment, Prefabricated stacking floor is thinner, and floor is tied up 9 of additional bars and supported or booster action after mutually pegging graft, then build high-flowing concrete 5.Other are with embodiment 1.
With reference to accompanying drawing 19,20, in above-mentioned each embodiment, laterally running through muscle and longitudinally running through muscle end is that mushroom expands 11.
With reference to accompanying drawing 21,22,23, groove and slot cross section are circular arc, rectangle or swallowtail-shaped structure.Certainly those skilled in the art easily expect that groove and slot cross section can also be trapezoidal or polygonized structure.
The utility model does not have disclosed technical characterictic, is the known technology of the art.
Basic principle of the present utility model and advantage have more than been described.The utility model is not restricted to the described embodiments, and in the prerequisite that does not depart from the utility model scope, those skilled in the art can do many changes and improvements as required.The utility model protection domain should be defined by appending claims and equivalent thereof.
Claims (7)
1. a Prefabricated stacking floor, is characterized in that: Prefabricated stacking floor both lateral sides face one or both sides are interval with a plurality of reeded connection ribs of being with; In the longitudinal both ends of the surface of Prefabricated stacking floor, one or both sides are interval with a plurality of slots; In Prefabricated stacking floor, be equipped with a plurality of muscle and a plurality of muscle that longitudinally run through of laterally running through; Laterally run through all outstanding two sides, muscle two ends, and laterally run through muscle through groove; Longitudinally run through all outstanding both ends of the surface of muscle two ends, and longitudinally run through muscle through slot.
2. Prefabricated stacking floor according to claim 1, is characterized in that: Prefabricated stacking floor also includes steel mesh reinforcement, and steel mesh reinforcement stretches out Prefabricated stacking floor both lateral sides face.
3. Prefabricated stacking floor according to claim 1, is characterized in that: laterally running through muscle and longitudinally running through muscle end is that mushroom expands head.
4. Prefabricated stacking floor according to claim 1, is characterized in that: groove and slot cross section are circular arc, rectangle, trapezoidal or swallow-tail form.
5. Prefabricated stacking floor according to claim 1, is characterized in that: Prefabricated stacking floor is hollow or is filled with light filling thing.
6. a Prefabricated stacking floor layer, it is characterized in that: Prefabricated stacking floor layer horizontal and vertical all has the Prefabricated stacking floor described in a plurality of claim 1 to 5 any one, Prefabricated stacking floor layer be laterally to insert in groove and connect as one by laterally the running through muscle between adjacent two Prefabricated stacking floors; Prefabricated stacking floor layer longitudinally by additional bar is set in slot, itself and beam, post or shear wall are connected as one.
7. Prefabricated stacking floor layer according to claim 6, is characterized in that: between adjacent two Prefabricated stacking floors, in groove, be provided with ring-shaped stirrup.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320612201.8U CN203546994U (en) | 2013-10-07 | 2013-10-07 | Prefabricated superimposed floor slab and floor-slab layer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320612201.8U CN203546994U (en) | 2013-10-07 | 2013-10-07 | Prefabricated superimposed floor slab and floor-slab layer |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203546994U true CN203546994U (en) | 2014-04-16 |
Family
ID=50465129
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320612201.8U Expired - Fee Related CN203546994U (en) | 2013-10-07 | 2013-10-07 | Prefabricated superimposed floor slab and floor-slab layer |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203546994U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103469949A (en) * | 2013-10-07 | 2013-12-25 | 王睿敏 | Prefabricated composite floor slab and floor slab layer as well as construction method |
| CN104532996A (en) * | 2014-12-26 | 2015-04-22 | 北京天基新材料股份有限公司 | Prefabricated floor slab and prefabricated floor slab structural component |
| CN110644662A (en) * | 2019-09-16 | 2020-01-03 | 佛山建装建筑科技有限公司 | Prefabricated flat slab composite slab based on stress and splitting method thereof |
| CN110644665A (en) * | 2019-09-29 | 2020-01-03 | 广东天元建筑设计有限公司广州市分公司 | Laminated floor slab |
| CN111561162A (en) * | 2020-06-04 | 2020-08-21 | 信息产业电子第十一设计研究院科技工程股份有限公司 | Frame system installation process based on fabricated building |
| CN112814246A (en) * | 2021-02-08 | 2021-05-18 | 王勇 | Assembled multislot reinforcing coincide floor |
-
2013
- 2013-10-07 CN CN201320612201.8U patent/CN203546994U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103469949A (en) * | 2013-10-07 | 2013-12-25 | 王睿敏 | Prefabricated composite floor slab and floor slab layer as well as construction method |
| CN104532996A (en) * | 2014-12-26 | 2015-04-22 | 北京天基新材料股份有限公司 | Prefabricated floor slab and prefabricated floor slab structural component |
| CN110644662A (en) * | 2019-09-16 | 2020-01-03 | 佛山建装建筑科技有限公司 | Prefabricated flat slab composite slab based on stress and splitting method thereof |
| CN110644665A (en) * | 2019-09-29 | 2020-01-03 | 广东天元建筑设计有限公司广州市分公司 | Laminated floor slab |
| CN111561162A (en) * | 2020-06-04 | 2020-08-21 | 信息产业电子第十一设计研究院科技工程股份有限公司 | Frame system installation process based on fabricated building |
| CN112814246A (en) * | 2021-02-08 | 2021-05-18 | 王勇 | Assembled multislot reinforcing coincide floor |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103469949A (en) | Prefabricated composite floor slab and floor slab layer as well as construction method | |
| CN203546994U (en) | Prefabricated superimposed floor slab and floor-slab layer | |
| CN107165272B (en) | Prestressed assembled concrete frame node connecting structure and construction method thereof | |
| CN103741792B (en) | Overall assembling frame system and construction method | |
| CN103635640B (en) | Wall system | |
| CN202831203U (en) | Assembly type concrete frame-shear wall split assembling structure and fabricative structure | |
| CN203320738U (en) | Assembled concrete frame-shear wall structure | |
| KR100903398B1 (en) | Precast multi tee fiber and wiremesh slab | |
| KR101652664B1 (en) | Precast deckplate and composite slab and concrete slab manufacturing method using the same | |
| CN104652671A (en) | Prefabricated assembly-type concrete outer-hanging wallboard fixing device and installation method | |
| KR101937680B1 (en) | Prefabricated Precast Structure and Construction Method Thereof | |
| CN102900168A (en) | Splitting and assembling structure and assembling connecting method of assembled type concrete frame-shear wall | |
| CN114232843B (en) | Fully assembled building and construction method thereof | |
| AU2022204051A1 (en) | Method for constructing a concrete floor in a multistorey building | |
| KR101449708B1 (en) | Improving structure integrity with topping concrete and improved shear load carrying of hollow slab structure using shear reinforcing bar and constructing method using the same | |
| CN103726607A (en) | Wall board for assembling integral shear wall, shear wall and construction method of shear wall | |
| CN103452235A (en) | Wallboard for prefabricated superimposed shearing wall, shearing wall and construction method of shearing wall | |
| KR101765334B1 (en) | Construction methods of precast concrete slab having its connection part being concealed by coupled ribs and, precast concrete slab used therefor | |
| CN102418425A (en) | Prefabrication integral casting building structure system with cast-in-site haunched beams, and construction method for prefabrication integral casting building structure system | |
| CN104631674A (en) | Composite floor slab and construction method thereof | |
| CN103194982B (en) | Construction method for short cantilever support at bridge side span cast-in-situ segment | |
| CN203716397U (en) | Wallboard for assembling integral shear wall and shear wall | |
| KR101329443B1 (en) | Precast concrete frame and its construction method for buildings using precast concrete slab continued by post tensioning | |
| KR101178168B1 (en) | Inverted multi tee slab | |
| CN204645343U (en) | Prefabricated assembled concrete out-hung panel fastening devices |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: SHANDONG LIJIU BUILDING TECHNOLOGY CO., LTD. Free format text: FORMER OWNER: WANG RUIMIN Effective date: 20150120 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 250001 JINAN, SHANDONG PROVINCE TO: 250101 JINAN, SHANDONG PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20150120 Address after: High tech Zone of Ji'nan City Industrial Road, No. 59 in Shandong province 250101 Expo International Building 1 unit 1301 room 6 Patentee after: SHANDONG LIJIU CONSTRUCTION TECHNOLOGY CO.,LTD. Address before: 250001 Jianshe Road Century Park, Ji'nan City, Shandong province 15-2-1103 Patentee before: Wang Ruimin |
|
| ASS | Succession or assignment of patent right |
Owner name: WANG RUIMIN Free format text: FORMER OWNER: SHANDONG LIJIU BUILDING TECHNOLOGY CO., LTD. Effective date: 20150612 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20150612 Address after: 250001 Jianshe Road Century Park, Ji'nan City, Shandong province 15-2-1103 Patentee after: Wang Ruimin Address before: High tech Zone of Ji'nan City Industrial Road, No. 59 in Shandong province 250101 Expo International Building 1 unit 1301 room 6 Patentee before: SHANDONG LIJIU CONSTRUCTION TECHNOLOGY CO.,LTD. |
|
| 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: 20140416 Termination date: 20211007 |