CN209413087U - A kind of laminated floor slab - Google Patents
A kind of laminated floor slab Download PDFInfo
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- CN209413087U CN209413087U CN201821586676.3U CN201821586676U CN209413087U CN 209413087 U CN209413087 U CN 209413087U CN 201821586676 U CN201821586676 U CN 201821586676U CN 209413087 U CN209413087 U CN 209413087U
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- bottom plate
- truss
- bar shaped
- shaped bottom
- bar
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Abstract
The utility model relates to a kind of laminated floor slabs, including precast truss frame bar shaped bottom plate, cast in place reinforced bar concrete layer, a plurality of precast truss frame bar shaped bottom plate close-packed arrays, and end rides on beam or wall, and after laying reinforcing bar, casting concrete forms cast in place reinforced bar concrete layer on it, it is characterized in that precast truss frame bar shaped bottom plate includes bottom plate and truss, truss includes top boom, web member and lower boom, it is connected between top boom and lower boom by web member, lower boom is arranged in bar shaped bottom plate, web member is waveform continuity reinforcement(bar), a longitudiual truss is provided on bottom plate, it is characterized in that a side 5-10 centimetre setting of the truss close to bottom plate, the length of the bar shaped bottom plate is greater than 5 times of width, it is further characterized in that other than the position of bar shaped bottom plate upper surface truss, it is provided with steel expanded mesh, the mesh-portion of the steel expanded mesh Underplate concrete inner part is mounted in be exposed at outside bottom plate.
Description
(1) technical field
The utility model relates to a kind of laminated floor slabs.
(2) background technique
Currently, the floor of multilayer or skyscraper mainly uses Cast-in-place concrete one-piece casting, general construction method is to apply
Defined interim scaffold is set up at work scene, and sets template, then configuration reinforcement as needed, and it is mixed then to carry out scene
Solidifying soil pours.In advance in plant-manufactured so-called prefabricated template, then what it is instead of the template construction in this scene is
This prefabricated template is moved in into scene, is mounted on corresponding scaffold and constructs, since its workability is advanced, work can be shortened
Phase, so being widely adopted in recent years.So being widely adopted in recent years.The template of this kind of pre-production has profiled sheet, concrete
Template and pre-stress concrete template etc., still, this kind of prefabricated template is in the In-situ cast concrete boards construction application mistake such as Cast-in-place Concrete Building Floor, roof system
There is also some problems in journey, and if cost is excessively high, weight is too big, not light enough.For example, by using profiled sheet as not removing
When permanent formwork, although intensity is high, rigidity is big, at high cost, meanwhile, exposed steel form is easy corrosion, seriously affects
The beauty of building and use.When using concrete form as the permanent formwork that do not remove, such as Patent No. 03227765.2, name
The referred to as utility model patent of " a kind of floor spiced by steel reinforced concrete ", in the patent specification the 13rd row of page 3 to the 22nd
The implementation of the utility model has been described in detail in row, " floor spiced by steel reinforced concrete, including the prefabricated structure of armored concrete
Part, reinforcing bar, floor are assemblied to form by muti-piece precast member for reinforcing bar concrete, the two sides under precast member for reinforcing bar concrete longitudinal rib
It is provided with hole, reinforcing bar passes through the hole of component two sides, connects muti-piece precast member for reinforcing bar concrete, after floor spiced, in slot again
Casting concrete is filled and led up.", in the utility model patent scheme, floor is assemblied to form by muti-piece precast member for reinforcing bar concrete, and
By now wearing reinforcing bar and the existing reinforcing bar of precast member for reinforcing bar concrete forms criss-cross layout and forms bi-directional configuration, no
Live formwork is needed, reinforcing bar is now worn and the original reinforcing bar of precast member for reinforcing bar concrete forms criss-cross layout, can bear two-way
Load itself is still check configuration, now need to wear reinforcing bar and can bear bidirectional load, moreover, its component longitudinal rib formations is made
It at lateral partition, is not easy to pipeline and wears, the shear resistance at the overlapping interface between Cast-in-place concrete and template is low, superstructure or roof system
The material consumptions such as working reinforcing bar, concrete are big, at high cost, globality poor.The utility model in view of the above technology do by disadvantage
It improves.
(3) utility model content
The purpose of this utility model is to provide a kind of laminated floor slab, this base plate strength is high, rigidity is big, is being applied to
It can be used directly as end template when in floor, not need other formwork, not only reduce template, while template can be reduced
Bracket does not have to falsework, does not need demoulding, has saved duration and cost；Instantly environmentally protective, energy conservation is also complied with simultaneously
The requirement of emission reduction, greatly reduced building waste.
The solution of the utility model is including precast truss frame bar shaped bottom plate on the basis of existing technology, cast-in-place steel
Muscle concrete layer, a plurality of precast truss frame bar shaped bottom plate close-packed arrays, and end rides on beam or wall, and after laying reinforcing bar, pours on it
It builds concrete and forms cast in place reinforced bar concrete layer, it is characterised in that precast truss frame bar shaped bottom plate includes bottom plate and truss, and bar shaped bottom plate is
Concrete pre-stress bottom plate is provided with more longitudinal prestressing reinforcing bars in bar shaped bottom plate, and truss includes top boom, web member and lower edge
Bar is connected between top boom and lower boom by web member, and lower boom is arranged in bar shaped bottom plate, and web member is the continuous steel of waveform
Muscle is provided with a longitudiual truss on bottom plate, it is characterised in that the truss close to bottom plate 5-10 centimetres of a side setting,
The length of the bar shaped bottom plate is greater than 5 times of width, it is further characterized in that other than the position of bar shaped bottom plate upper surface truss, if
It is equipped with steel expanded mesh, the mesh-portion of the steel expanded mesh is mounted in underplate concrete inner part and is exposed at outside bottom plate.This
Utility model is one longitudiual truss of setting near a longitudinal edge of truss bar shaped bottom plate, rather than it is traditional be symmetrical arranged,
The bar shaped bottom plate has strong flexibility, can make and be adaptively adjusted for the floor of different structure.The two of truss bar shaped bottom plate
End can overlap on the wall or on beam, due to the effect of truss, can give full play to the mechanical property of truss, reduce In-situ cast concrete board
The dosage of reinforcing bar is thinned the thickness of In-situ cast concrete board, reduces cost, and be greatly improved mutual embedding between Cast-in-place concrete and rack
Gu effect improves the shear resistance at the overlapping interface between Cast-in-place concrete and template, the overall performance of superstructure is improved, in addition, truss
Bar shaped bottom plate can be realized in factory to be produced in enormous quantities, is advantageously reduced production cost and construction cost, is suitable for various cast-in-place steel
The cored slab of muscle concrete or prestressed reinforced concrete, solid superstructure, roof system use.
The utility model is further characterized in that the material of the stretching expanded metal lath is low carbon steel plate, aluminium sheet, stainless steel plate
Or titanium plate.
The utility model be further characterized in that the stretching expanded metal lath with a thickness of 0.3-8.0mm.
The utility model is further characterized in that the longitudinal middle point of the bar shaped bottom plate is provided with reinforcing mat, and reinforces
Net is arranged below longitudinal prestressing reinforcing bar；Reinforcing mat is steel mesh or web.Generally at carrying or in application, bar shaped bottom
It is weak part in the middle part of plate, by the setting of reinforcing mat, the intensity at the position can be reinforced, while in certain field of load
It is interior, the thickness of bar shaped bottom plate can be thinned.
The utility model is further characterized in that the base plate thickness is greater than 5 centimetres.
The utility model is further characterized in that the top boom of the truss is steel pipe.
The utility model is further characterized in that pour in the steel pipe and set in cast-in-place concrete or the steel pipe
It is equipped with reinforcing bar, reinforcing bar is deformed bar.
The utility model is further characterized in that the truss is provided with a top boom, two lower booms, waveform abdomen
Bar is provided with two, and the wave crest of two waveform web members forms rectangular pyramid structural unit in the same opposite spot welding of top boom.
(4) Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model embodiment 1.
Fig. 2 is the structural schematic diagram of the utility model embodiment 2.
Fig. 3 is the structural schematic diagram of the utility model embodiment 3.
Fig. 4 is the structural schematic diagram of the utility model embodiment 4.
Fig. 5 is the structural schematic diagram of the utility model embodiment 5.
Fig. 6 is the structural schematic diagram of the utility model embodiment 6.
Fig. 7 is the partial enlarged view of the utility model embodiment 6.
(5) specific embodiment
The utility model is further described with reference to the accompanying drawings and examples.
In attached drawing, 1 is bar shaped bottom plate, and 2 be truss, and 3 be deformed bar, and 4 be top boom, and 5 be lower boom, and 6 be web member,
In following attached drawing, number is identical, illustrates identical.
The utility model is as shown in Fig. 1, and laminated floor slab includes precast truss frame bar shaped bottom plate, cast in place reinforced bar concrete layer 10, more
Precast truss frame bar shaped bottom plate close-packed arrays, and end rides on beam 11 or wall 12, and after laying reinforcing bar, coagulation is poured on it
Soil forms cast in place reinforced bar concrete layer 10, and precast truss frame bar shaped bottom plate includes bottom plate 1 and truss 2, and bottom plate 1 is concrete pre-stress bottom
Plate, is provided with more longitudinal prestressing reinforcing bars 3 in bottom plate 1, and truss 2 includes top boom 4, web member 6 and lower boom 5, top boom 4 with
It is connected between lower boom 5 by web member 6, lower boom 5 is arranged in bar shaped bottom plate 1, and web member 6 is waveform continuity reinforcement(bar), bottom plate 1
One longitudiual truss 2 of upper setting, the truss 2 close to 5-10 centimetres of a side of bottom plate setting, the bar shaped bottom plate 1
Length is greater than 5 times of width, and in addition to the position of truss 2 is arranged in bottom plate 1, upper surface, which is provided with, stretches expanded metal lath 8, the stretching
The mesh-portion of expanded metal lath 8 is mounted in underplate concrete, is partially exposed at outside bottom plate 1.
As shown in Fig. 2, the thickness of bottom plate is greater than 5 centimetres, the material for stretching expanded metal lath is low carbon steel plate.
As shown in figure 3, the longitudinal middle point of the bar shaped bottom plate 1 is provided with reinforcing mat 9, and the setting of reinforcing mat 9 exists
Below longitudinal prestressing reinforcing bar 3；Reinforcing mat 9 is steel mesh or web.
As shown in figure 4, the top boom of the truss is steel pipe；Cast-in-place concrete has been poured in the steel pipe；It is described
Steel pipe in be additionally provided with reinforcing bar, reinforcing bar can be deformed bar 7.
As shown in figure 5, the distance of one side longitudinal side of the truss 2 apart from bar shaped bottom plate 1 is d；The numberical range of d
It is 5-10 centimetres.
As shown in fig. 6, it is the sectional schematic diagram of attached drawing 3, the longitudinal middle point of bar shaped bottom plate 1 is provided with reinforcing mat
9, and reinforcing mat 9 is arranged below longitudinal prestressing reinforcing bar 3.
As shown in fig. 7, it is the partial enlarged view of attached drawing 6.
Claims (9)
1. a kind of laminated floor slab, including precast truss frame bar shaped bottom plate, cast in place reinforced bar concrete layer, a plurality of precast truss frame bar shaped bottom plate are close
Arrangement, and end rides on beam or wall, and after laying reinforcing bar, casting concrete forms cast in place reinforced bar concrete layer, feature on it
It is that precast truss frame bar shaped bottom plate includes bottom plate and truss, bar shaped bottom plate is concrete pre-stress bottom plate, setting in bar shaped bottom plate
There are more longitudinal prestressing reinforcing bars, truss includes top boom, web member and lower boom, is connected between top boom and lower boom by web member
It connects, lower boom is arranged in bar shaped bottom plate, and web member is waveform continuity reinforcement(bar), is provided with a longitudiual truss on bottom plate, special
Sign is a side 5-10 centimetre setting of the truss close to bottom plate, and the length of the bar shaped bottom plate is greater than the 5 of width
Times, it is further characterized in that it is provided with stretching expanded metal lath other than the position of bar shaped bottom plate upper surface truss, the stretching expanded metal lath
Mesh-portion is mounted in underplate concrete inner part and is exposed at outside bottom plate.
2. a kind of laminated floor slab according to claim 1, it is characterised in that the material of the stretching expanded metal lath is low-carbon
Steel plate, aluminium sheet, stainless steel plate or titanium plate.
3. a kind of laminated floor slab according to claim 1, it is characterised in that the described stretching expanded metal lath with a thickness of 0.3-
8.0mm。
4. a kind of laminated floor slab according to claim 1, it is characterised in that the longitudinal middle point of the bar shaped bottom plate
It is provided with reinforcing mat, and reinforcing mat is arranged below longitudinal prestressing reinforcing bar；Reinforcing mat is steel mesh or web.
5. a kind of laminated floor slab according to claim 1, it is characterised in that the base plate thickness is greater than 5 centimetres.
6. a kind of laminated floor slab according to claim 1, it is characterised in that the top boom of the truss is steel pipe.
7. a kind of laminated floor slab according to claim 6, it is characterised in that poured cast-in-place concrete in the steel pipe.
8. a kind of laminated floor slab according to claim 7, it is characterised in that be provided with reinforcing bar in the steel pipe, reinforcing bar is
Deformed bar.
9. a kind of laminated floor slab according to claim 1, it is characterised in that the truss is provided with a top boom, and two
Root lower boom, waveform web member are provided with two, and the wave crest of two waveform web members is spot welded relatively in the same of top boom, shape
At rectangular pyramid structural unit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821586676.3U CN209413087U (en) | 2018-09-28 | 2018-09-28 | A kind of laminated floor slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821586676.3U CN209413087U (en) | 2018-09-28 | 2018-09-28 | A kind of laminated floor slab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209413087U true CN209413087U (en) | 2019-09-20 |
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ID=67932070
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821586676.3U Active CN209413087U (en) | 2018-09-28 | 2018-09-28 | A kind of laminated floor slab |
Country Status (1)
| Country | Link |
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| CN (1) | CN209413087U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114961066A (en) * | 2022-05-05 | 2022-08-30 | 北京工业大学 | Prefabricated ceramsite foam concrete composite floor slab provided with triangular cone truss ribs |
-
2018
- 2018-09-28 CN CN201821586676.3U patent/CN209413087U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114961066A (en) * | 2022-05-05 | 2022-08-30 | 北京工业大学 | Prefabricated ceramsite foam concrete composite floor slab provided with triangular cone truss ribs |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Jointing structure of composite floor Effective date of registration: 20200428 Granted publication date: 20190920 Pledgee: Changde Finance Guarantee Co.,Ltd. Pledgor: HUNAN HENGBANG CONSTRUCTION PROJECT Co.,Ltd. Registration number: Y2020980001870 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20210518 Granted publication date: 20190920 Pledgee: Changde Finance Guarantee Co.,Ltd. Pledgor: HUNAN HENGBANG CONSTRUCTION PROJECT Co.,Ltd. Registration number: Y2020980001870 |
|
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: A kind of composite floor Effective date of registration: 20210524 Granted publication date: 20190920 Pledgee: Changde Finance Guarantee Co.,Ltd. Pledgor: HUNAN HENGBANG CONSTRUCTION PROJECT Co.,Ltd. Registration number: Y2021980003895 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20220801 Granted publication date: 20190920 Pledgee: Changde Finance Guarantee Co.,Ltd. Pledgor: HUNAN HENGBANG CONSTRUCTION PROJECT Co.,Ltd. Registration number: Y2021980003895 |