CN200985575Y - Folding storey plate structure - Google Patents
Folding storey plate structure Download PDFInfo
- Publication number
- CN200985575Y CN200985575Y CN 200620016460 CN200620016460U CN200985575Y CN 200985575 Y CN200985575 Y CN 200985575Y CN 200620016460 CN200620016460 CN 200620016460 CN 200620016460 U CN200620016460 U CN 200620016460U CN 200985575 Y CN200985575 Y CN 200985575Y
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- CN
- China
- Prior art keywords
- floor slab
- reinforcement
- hollow
- hollow lath
- superimposed floor
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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.)
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Abstract
The utility model relates to a structure of congruent floor plates, comprising a plurality of hollow stripe plates which are arranged in interval, matrix tablets of steel bars are arranged between two neighboring hollow stripe plates, steel bar net slices are arranged on the upper surface of the hollow stripe plates, concrete which cover the matrix tablets of steel bars and the steel bar net slices is cast between two neighboring hollow stripe plates and on the upper surface of the hollow stripe plates. The utility model improves the construction efficiency effectively, and reduces the framework process, while the influence to the surround environment can be lowed.
Description
[technical field]
The utility model relates to a kind of layer structure that is used on the building, particularly a kind of building storey plate that is formed by stacking.
[background technology]
At present, along with economic development, the raising of living standards of the people, the area that annual dwelling house is built reaches more than 10 hundred million square metres.Build model based on the traditional construction technology of field by using, consumes a large amount of timber and does soffit formwork and support etc.Also will expend a large amount of manpowers and prepare and process a large amount of soffit formworks and support, not only efficiency of construction is low, elongates the engineering time, can produce big noise and a large amount of dust owing to a large amount of soffit formworks are installed and are supported, and is big to the influence of surrounding enviroment.Because national steel output increases, enter 21 century country and in the time of 2000, proposes to promote steel house and realize industrialization, in all parts of the countryly all carry out the pilot project that steel house is built, apply still hysteresis, technology is immature.
For this reason, provide a kind of superimposed floor slab structure that overcomes above defective to become technical task to be solved is arranged at present.
[utility model content]
The purpose of this utility model is to provide a kind of efficiency of construction height, to a kind of superimposed floor slab structure of the little formation building of the influence of surrounding enviroment.
The purpose of this utility model is to realize like this, a kind of superimposed floor slab structure is provided, it comprises the hollow lath of some intervals tiling, the cage of reinforcement sheet is set between this adjacent hollow batten and lays reinforced mesh at this at the upper surface of this hollow lath, between this adjacent hollow batten and the upper surface of this hollow lath water and be provided with the concrete that covers this cage of reinforcement sheet and this reinforced mesh.
Some parallel through holes are set in the described hollow lath, and these through hole two ends are provided with the obstruction piece near port.
The side of described hollow lath offers the groove that extends along the longitudinally of described hollow lath.
Described cage of reinforcement sheet is bundled into by some reinforcing bars, and it is inverted U-shaped that cross section is.
Described cage of reinforcement sheet comprises four lengthwise reinforcing bars and somely is inverted U-shaped connection box that wherein two relative two interior angles with the top of this connection box of reinforcing bar connect, the relative two side arms connection with the lower end of this connection box of other two reinforcing bars.
Described reinforced mesh is made up of the reinforcement lamella that the upper surface with described hollow lath be arranged in parallel, and this reinforcement lamella is interweaved with some and longitudinal reinforcements that be arranged in parallel vertical with this transverse reinforcement by some transverse reinforcements that laterally are arranged in parallel and fixedly forms.
Described reinforced mesh comprises two-layer at least reinforcement lamella, and adjacent two strengthen between the lamellas by vertical connecting reinforcement at interval and be parallel to each other and fixedly install.
Compared with prior art, the superimposed floor slab structure of the utility model comprises the hollow lath of some intervals tiling, the cage of reinforcement sheet is set between this hollow lath is adjacent and lays reinforced mesh at the upper surface of this hollow lath, the gap between this adjacent hollow batten and the upper surface of this hollow lath water and are provided with the concrete that covers this cage of reinforcement sheet and this reinforced mesh.Because hollow lath can directly be shelved on steel-frame beam or holds on steel frame of steel, thereby can reduce a large amount of soffit formworks and support, improve efficiency of construction, help reducing influence to surrounding enviroment; Nor be subjected to from bottom to top the order restriction of construction successively, at this steel-frame beam or hold after steel frame of steel installs, can begin at any level place upwards and construction downwards, thereby shorten construction period.In addition, this hollow lath, cage of reinforcement sheet, reinforced mesh can tap into row processing by standard straight in advance in factory, then directly deliver to the job site and carry out scene installation and get final product, thereby also can provide efficiency of construction greatly, the shortening cycle, and be beneficial to the industrialization that realizes construction industry.
[description of drawings]
Fig. 1 is the structural representation of the superimposed floor slab structure of the utility model.
Fig. 2, Fig. 3, Fig. 4, Fig. 5, Fig. 6, Fig. 7 and Fig. 8 are the sectional views along A-A, B-B, C-C, D-D, E-E, F-F, G-G direction line among Fig. 1.
Fig. 9 is the vertical view of a reinforced mesh among Fig. 1.
Figure 10 and Figure 12 are respectively reinforced mesh front view and left views among Fig. 9.
Figure 11 and Figure 13 are respectively the left views of delegation's reinforcing bar among Figure 10 and Figure 12.
Figure 14 and Figure 15 are the front view and the left views of reinforced mesh among Fig. 1.
Figure 16 to Figure 18 is the process schematic diagram of superimposed floor slab structure moulding.
[specific embodiment]
Below in conjunction with accompanying drawing the utility model is elaborated.
As shown in Figure 1, the superimposed floor slab structure 10 of the utility model is mainly used on the building, as multilayer or high-story house etc., it mainly comprises the hollow lath 11 of some intervals tiling, lay reinforced mesh 13 being provided with between the side 111 of this adjacent hollow batten 11 on cage of reinforcement sheet 12 and the upper surface 112 at this hollow lath 11, between this adjacent hollow batten 11 and the upper surface 112 of this hollow lath water and be provided with the concrete 14 that covers this cage of reinforcement sheet 12 and this reinforced mesh 13.Below describe in detail.
In the present embodiment, as shown in Figure 1, this superimposed floor slab structure 10 comprises some hollow laths of arranging in length and breadth 11.Superimposed floor slab structure 10 among Fig. 1 also is placed on bracing frame spare 15A, 15B, 15C, the 15D.
In the present embodiment, this hollow lath 11 is rectangular-shaped, and for the weight that alleviates this superimposed floor slab structure and strengthen soundproof effect, this hollow lath 11 is inner and offer some through holes 113 along its longitudinally.In order to prevent that when the pouring concrete, concrete 14 enters in this through hole 113, be provided with away from the port certain distance in these through hole 113 two ends and stop up piece 114, with its sealing and can allow part concrete 14 enter in this through hole 113, strengthen both firm connections.
For the interlock between the concrete 14 after further strengthening hollow lath 11 and solidify, the side 111 of this hollow lath 11 offers along the groove 115 of its longitudinally extension, so that accommodate concrete 14, thereby strengthens superimposed floor slab structure 10 integral intensity.
In addition, according to different requirements, the layout of this hollow lath 11 also can require to adjust according to this difference, and the hollow lath 11 among Fig. 2 and Fig. 6 is at superimposed floor slab structure 10 edges.Two hollow laths 11 shown in Fig. 3 and Fig. 5 are that corresponding alignment is placed at interval.Two hollow laths 11 shown in Fig. 4 are the perpendicular separation setting.Two hollow laths 11 among Fig. 7 be arranged in parallel.Hollow lath 11 1 sides shown in Fig. 8 are not placed hollow lath 11.Certainly, the layout of this hollow lath 11 is not limited in this, can do different layouts according to different situations, to obtain the maximum support effect.
To shown in Figure 13, in the present embodiment, this reinforced mesh 13 is made up of the reinforcement lamella 131 that upper surface 112 almost parallels with hollow lath 11 are provided with as Fig. 9.As optimal way.Vertical and the longitudinal reinforcement 1312 parallel interval arrangement of the transverse reinforcement 1311 that this reinforcement lamella 131 is arranged by some horizontal parallel interval and some and this transverse reinforcement 1311 interweaves, become whole reinforcement lamella 131 in the crosspoint by iron wire or steel wire etc. are fixedly connected then, and be laid on the upper surface 112 of hollow lath 11.In order further to increase the bulk strength of superimposed floor slab structure 10, this reinforced mesh 13 can comprise one deck or more multi-layered reinforcement lamella 131, and adjacent two strengthen between the lamellas 131 by vertical connecting reinforcement 1313 at interval and be parallel to each other and fixedly install.The size of this reinforced mesh 13 designs according to superimposed floor slab structure 10 true forms, also can be on the upper surface 112 that a plurality of reinforced mesh 13 are laid on all hollow laths 11 jointly.
To shown in Figure 15, in the present embodiment, cage of reinforcement sheet 12 is bundled into by some reinforcing bars as Figure 14, and its cross section is inverted U-shaped.As optimal way, this cage of reinforcement sheet 12 comprises four lengthwise reinforcing bars 121 and somely is inverted U-shaped connection box 122, wherein two relative two interior angles with the top of this connection box 122 of reinforcing bar 121 connect, and the relative two side arms with the lower end of this connection box 122 of other two reinforcing bars 121 connects.This cage of reinforcement sheet 12 places between the side 111 of this adjacent hollow batten 11, adds fluid concrete 14, thereby adjacent hollow batten 11 firmly can be linked together, and becomes integral body.
In manufacture process, as shown in figure 16, at first should be fixed on bracing frame spare 15A, 15B, 15C, 15D last (consulting Fig. 2 to Fig. 7) by some hollow laths 11, the bottom, gap between the adjacent hollow batten 11 is fixed with support shuttering 16.As shown in figure 17, then cage of reinforcement sheet 12 is placed in the gap between the side 111 of adjacent hollow batten 11.As shown in figure 18, spread by the different reinforced mesh 13 of a plurality of sizes at the upper surface 112 of this hollow lath 11 then, this reinforced mesh 13 terminal overlapped, thus cover on the upper surface 112 of all hollow laths 11.Pass through pouring technology at last, between this adjacent hollow batten 11 and the upper surface 112 of this hollow lath 11 water and be provided with the concrete 14 (as shown in Figure 1) that covers this cage of reinforcement sheet 12 and this reinforced mesh 13, treat concrete setting, be superimposed floor slab structure 10.
Because above-mentioned hollow lath 10 is set directly on bracing frame spare 15A, 15B, 15C, the 15D, thereby can reduce a large amount of soffit formworks and support, efficiency of construction is provided, help reducing influence surrounding enviroment.Nor be subjected to the from bottom to top order restriction of construction successively, after this bracing frame spare 15A, 15B, 15C, 15D install, can begin at any level place upwards and construction downwards, thereby shorten construction period.
And this hollow lath 11, cage of reinforcement sheet 12, reinforced mesh 13 can tap into row processing by standard straight in advance in factory, then directly delivering to the job site carries out the scene and installs and to get final product, thereby also can provide efficiency of construction greatly, the shortening cycle, and be beneficial to the industrialization that realizes construction industry.In addition, because the design feature of this superimposed floor slab structure 10, its intensity is higher, is enough to satisfy the load bearing requirements on the building.
Although the utility model is disclosed by above embodiment, but scope of the present utility model is not limited thereto, do not departing under the condition of the utility model design, more than each element or construct available under technical field personnel similar or equivalent element or the structure understood replace.
Claims (7)
1. superimposed floor slab structure, it is characterized in that, the hollow lath that comprises the tiling of some intervals, the cage of reinforcement sheet is set between this adjacent hollow batten and lays reinforced mesh at this at the upper surface of this hollow lath, between this adjacent hollow batten and the upper surface of this hollow lath water and be provided with the concrete that covers this cage of reinforcement sheet and this reinforced mesh.
2. superimposed floor slab structure as claimed in claim 1 is characterized in that, some parallel through holes are set in the described hollow lath, and these through hole two ends are provided with the obstruction piece.
3. superimposed floor slab structure as claimed in claim 2 is characterized in that, the side of described hollow lath offers the groove that extends along the longitudinally of described hollow lath.
4. as claim 1,2 or 3 described superimposed floor slab structures, it is characterized in that described cage of reinforcement sheet is bundled into by some reinforcing bars, it is inverted U-shaped that cross section is.
5. superimposed floor slab structure as claimed in claim 4, it is characterized in that, described cage of reinforcement sheet comprises four lengthwise reinforcing bars and somely is inverted U-shaped connection box, wherein two relative two interior angles with the top of this connection box of reinforcing bar connect, and the relative two side arms with the lower end of this connection box of other two reinforcing bars connects.
6. as claim 1,2 or 3 described superimposed floor slab structures, it is characterized in that, described reinforced mesh is made up of the reinforcement lamella that the upper surface with described hollow lath be arranged in parallel, and this reinforcement lamella is interweaved with some and longitudinal reinforcements that be arranged in parallel vertical with this transverse reinforcement by some transverse reinforcements that laterally are arranged in parallel and fixedly forms.
7. superimposed floor slab structure as claimed in claim 6 is characterized in that, described reinforced mesh comprises two-layer at least reinforcement lamella, and adjacent two strengthen between the lamellas by vertical connecting reinforcement at interval and be parallel to each other and fixedly install.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620016460 CN200985575Y (en) | 2006-12-13 | 2006-12-13 | Folding storey plate structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620016460 CN200985575Y (en) | 2006-12-13 | 2006-12-13 | Folding storey plate structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN200985575Y true CN200985575Y (en) | 2007-12-05 |
Family
ID=38915034
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200620016460 Expired - Fee Related CN200985575Y (en) | 2006-12-13 | 2006-12-13 | Folding storey plate structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN200985575Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103008632A (en) * | 2012-11-27 | 2013-04-03 | 浙江铭德新材科技有限公司 | Split combined type tundish cover and manufacturing method thereof |
| CN104963442A (en) * | 2015-06-26 | 2015-10-07 | 张玉华 | Hollow ribbon board, ribbed slab with hollow ribbon boards and construction formwork system with hollow ribbon boards |
-
2006
- 2006-12-13 CN CN 200620016460 patent/CN200985575Y/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103008632A (en) * | 2012-11-27 | 2013-04-03 | 浙江铭德新材科技有限公司 | Split combined type tundish cover and manufacturing method thereof |
| CN103008632B (en) * | 2012-11-27 | 2014-10-22 | 浙江铭德新材科技有限公司 | Split combined type tundish cover and manufacturing method thereof |
| CN104963442A (en) * | 2015-06-26 | 2015-10-07 | 张玉华 | Hollow ribbon board, ribbed slab with hollow ribbon boards and construction formwork system with hollow ribbon boards |
| CN104963442B (en) * | 2015-06-26 | 2017-07-18 | 张玉华 | Hollow lath, the rib floor using hollow lath and construction formwork system |
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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: 20071205 Termination date: 20121213 |