CN109594699A - A kind of overlapping Integral hollow floor, preparation method and assembled arthitecutral structure - Google Patents
A kind of overlapping Integral hollow floor, preparation method and assembled arthitecutral structure Download PDFInfo
- Publication number
- CN109594699A CN109594699A CN201811511842.8A CN201811511842A CN109594699A CN 109594699 A CN109594699 A CN 109594699A CN 201811511842 A CN201811511842 A CN 201811511842A CN 109594699 A CN109594699 A CN 109594699A
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- CN
- China
- Prior art keywords
- diaphragm capsule
- prefabricated
- hollow
- integral hollow
- overlapping
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G15/00—Forms or shutterings for making openings, cavities, slits, or channels
- E04G15/06—Forms or shutterings for making openings, cavities, slits, or channels for cavities or channels in walls of floors, e.g. for making chimneys
- E04G15/061—Non-reusable forms
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Floor Finish (AREA)
Abstract
The invention discloses a kind of overlapping Integral hollow floor, preparation method and assembled arthitecutral structures, it solves the problems, such as that the easy ponding of diaphragm capsule cavity, diaphragm capsule can generate certain floating in the construction process in the prior art, has the effect of capable of reducing diaphragm capsule assembling duration, avoids diaphragm capsule cavity ponding, light weight, anti-float, is at low cost, easy for construction；Its technical solution are as follows: including prefabricated global facility and set on the concrete last layer on its surface, wherein the prefabricated global facility includes integrally formed prefabricated board and several hollow diaphragm capsules, can be avoided diaphragm capsule in work progress and floats.
Description
Technical field
The present invention relates to building structure field more particularly to a kind of overlapping Integral hollow floors, preparation method and assembly
Formula building structure.
Background technique
Floor is essential a part in building structure, and China is wideling popularize assembled architecture at present,
Superimposed sheet is most widely used in assembled architecture.
It is good from heavy and light, thermal and insulating performance that cassette ceiling has many advantages, such as, conventional cassette ceiling is a kind of cast-in-place coagulation
Native cassette ceiling.Hollow parts are mainly realized by some diaphragm capsules, and the diaphragm capsule used is broadly divided into two kinds in construction, one
Kind is separate type cast-in-place concrete hollow diaphragm capsule, and another kind is separate type plastics hollow mold box.Above two separate type hollow mold
Box is formed by two parts even multi-section subassembly.
By the observation to construction site, find exist much not in conventional cast-in-place concrete hollow floor slab work progress
Foot:
1. construction is inconvenient, need two parts even multi-section point is assembled；
2. leaving gap after assembled can be to causing a large amount of ponding in the cavity of diaphragm capsule；
3. increasing some potential construction problems of site operation personnel；
4. diaphragm capsule can generate certain floating during construction casting.
Summary of the invention
For overcome the deficiencies in the prior art, the present invention provides a kind of overlapping Integral hollow floor, preparation method and
Assembled arthitecutral structure, diaphragm capsule assembling duration can be reduced, avoid diaphragm capsule cavity ponding, light weight, anti-floating, cost by having
Effect low, easy for construction.
The present invention adopts the following technical solutions:
A kind of overlapping Integral hollow floor, including prefabricated global facility and set on the concrete last layer on its surface,
In, the prefabricated global facility includes integrally formed prefabricated board and several hollow diaphragm capsules, can be avoided diaphragm capsule in work progress
It floats.
Further, the hollow diaphragm capsule is monolithic construction, no longer needs to carry out the gaps such as secondary assembling, seamless.
Further, the prefabricated plate surface has several for being embedded in the groove of hollow diaphragm capsule.
Further, the groove is uniformly distributed.
Further, the hollow diaphragm capsule is made of plastic material, it is possible to reduce floor self weight reduces production cost.
Further, the prefabricated board and hollow diaphragm capsule pour to form an entirety, can solve diaphragm capsule in construction
The problem of floating.
A kind of preparation method overlapping Integral hollow floor, comprising the following steps:
Step (1) pre-production Integral hollow diaphragm capsule；
Step (2) by Integral hollow diaphragm capsule insertion prefabricated board groove in, hollow diaphragm capsule poured with prefabricated board to be formed it is pre-
Global facility processed；
Step (3) is according to the assembled prefabricated global facility of construction requirement, casting concrete last layer.
Further, in the step (2), prefabricated board reserves groove when making.
Further, in the step (3), the prefabricated global facility for setting quantity is stitched together at the construction field (site).
A kind of assembled arthitecutral structure, including above-mentioned overlapping Integral hollow floor.
Compared with prior art, the beneficial effects of the present invention are:
(1) hollow diaphragm capsule of the invention is monoblock type, not only easy to process, but also no longer needs to carry out secondary assembling, no spelling
The gaps such as seam can avoid the secondary assembled problem of ponding and construction site in diaphragm capsule cavity；
(2) the hollow diaphragm capsule of the present invention is made of plastic material, at low cost, and can reduce floor self weight, easy to process；
(3) hollow diaphragm capsule of the invention and prefabricated board are integrally formed, and solve the problems, such as diaphragm capsule floating, and construction efficiency
It is high；
(4) cassette ceiling production method of the invention is simple, saves the construction time, improves working efficiency.
Detailed description of the invention
The accompanying drawings constituting a part of this application is used to provide further understanding of the present application, and the application's shows
Meaning property embodiment and its explanation are not constituted an undue limitation on the present application for explaining the application.
Fig. 1 is prefabricated board top view of the invention；
Fig. 2 is sectional view of the invention；
Fig. 3 is prefabricated global facility structural schematic diagram of the invention；
Wherein, 1, prefabricated global facility, 2, prefabricated board, 3, hollow diaphragm capsule, 4, concrete last layer, 5, groove.
Specific embodiment
It is noted that following detailed description is all illustrative, it is intended to provide further instruction to the application.Unless another
It indicates, all technical and scientific terms used herein has usual with the application person of an ordinary skill in the technical field
The identical meanings of understanding.
It should be noted that term used herein above is merely to describe specific embodiment, and be not intended to restricted root
According to the illustrative embodiments of the application.As used herein, unless the context clearly indicates otherwise, otherwise singular
Also it is intended to include plural form, additionally, it should be understood that, when in the present specification using term "comprising" and/or " packet
Include " when, indicate existing characteristics, step, operation, device, component and/or their combination.
As background technique is introduced, the easy ponding of diaphragm capsule cavity exists in the prior art, diaphragm capsule in the construction process can
The deficiency of certain floating is generated, in order to solve technical problem as above, present applicant proposes a kind of overlapping Integral hollow buildings
Plate, preparation method and assembled arthitecutral structure.
In a kind of typical embodiment of the application, as shown in Figure 1-Figure 3, a kind of overlapping Integral hollow building is provided
Plate, including prefabricated global facility 1 and set on the concrete last layer 4 on its surface.
The prefabricated global facility 1 includes prefabricated board 2 and several hollow diaphragm capsules 3, as shown in figures 1 and 3,2 table of prefabricated board
Face offers several for being embedded in the groove 5 of hollow diaphragm capsule 3.
The size of groove 5, depth are depending on construction requirement.
The interval of groove 5 is uniformly distributed.
The hollow diaphragm capsule 3 is monolithic construction, i.e., adjacent hollow diaphragm capsule 3, which is connected to each other, is integrated；It is not only easy to process,
And without carrying out the gaps such as secondary assembling, seamless, the secondary assembly of ponding and construction site in diaphragm capsule cavity can be avoided
Problem.
The hollow diaphragm capsule 3 is made of plastic material, can be reduced floor and is integrally self-possessed, is at low cost, is easy to process.
The size of hollow mold 3 can be produced flexibly according to the design needs, and will not be limited by floor size, need to only be shifted to an earlier date
Customized production.
Integral hollow diaphragm capsule 3 and prefabricated board 2, which pour, builds up an entirety, can effectively solve the problem that diaphragm capsule in construction floated asks
Topic.
The application overlap Integral hollow floor the preparation method comprises the following steps:
Step (1) requires design Integral hollow diaphragm capsule 3 according to floor plan, and is produced in batches and made by processing factory；
Step (2) processes prefabricated board 2, and groove 5 is reserved on prefabricated board 2；
Integral hollow diaphragm capsule 3 is embedded in the groove 5 of prefabricated board 2 by step (3), in prefabricated components processing factory by hollow mold
Box 3 and prefabricated board 2 pour to form an entirety；
The prefabricated global facility 1 for setting quantity is bolted together by step (4) at the construction field (site), after the completion of assembled, pours
Concrete last layer forms overlapping Integral hollow floor.
In the another embodiment of the application, a kind of assembled arthitecutral structure is provided, by above embodiment
Overlapping Integral hollow floor is assembled.
The foregoing is merely preferred embodiment of the present application, are not intended to limit this application, for the skill of this field
For art personnel, various changes and changes are possible in this application.Within the spirit and principles of this application, made any to repair
Change, equivalent replacement, improvement etc., should be included within the scope of protection of this application.
Claims (10)
1. a kind of overlapping Integral hollow floor, which is characterized in that including prefabricated global facility and set on the concrete on its surface
Last layer, wherein the prefabricated global facility includes integrally formed prefabricated board and several hollow diaphragm capsules, can be avoided and constructed
Diaphragm capsule floats in journey.
2. a kind of overlapping Integral hollow floor according to claim 1, which is characterized in that the hollow diaphragm capsule is whole
Formula structure.
3. a kind of overlapping Integral hollow floor according to claim 1, which is characterized in that the prefabricated plate surface has
Several grooves for being used to be embedded in hollow diaphragm capsule.
4. a kind of overlapping Integral hollow floor according to claim 3, which is characterized in that the groove is uniformly distributed.
5. a kind of overlapping Integral hollow floor according to claim 1, which is characterized in that the hollow diaphragm capsule is using modeling
Material material is made.
6. a kind of overlapping Integral hollow floor according to claim 1, which is characterized in that the prefabricated board and hollow mold
Box pours to form an entirety.
7. the preparation method of -6 any a kind of overlapping Integral hollow floors according to claim 1, which is characterized in that packet
Include following steps:
Step (1) pre-production Integral hollow diaphragm capsule；
Step (2) by Integral hollow diaphragm capsule insertion prefabricated board groove in, hollow diaphragm capsule poured with prefabricated board to be formed it is prefabricated whole
Body component；
Step (3) is according to the assembled prefabricated global facility of construction requirement, casting concrete last layer.
8. a kind of preparation method for overlapping Integral hollow floor according to claim 7, which is characterized in that the step
(2) in, prefabricated board reserves groove when making.
9. a kind of preparation method for overlapping Integral hollow floor according to claim 7, which is characterized in that the step
(3) in, the prefabricated global facility for setting quantity is stitched together at the construction field (site).
10. a kind of assembled arthitecutral structure, which is characterized in that empty including the overlapping monoblock type as described in claim 1-6 is any
Heart floor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811511842.8A CN109594699A (en) | 2018-12-11 | 2018-12-11 | A kind of overlapping Integral hollow floor, preparation method and assembled arthitecutral structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811511842.8A CN109594699A (en) | 2018-12-11 | 2018-12-11 | A kind of overlapping Integral hollow floor, preparation method and assembled arthitecutral structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109594699A true CN109594699A (en) | 2019-04-09 |
Family
ID=65961715
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811511842.8A Pending CN109594699A (en) | 2018-12-11 | 2018-12-11 | A kind of overlapping Integral hollow floor, preparation method and assembled arthitecutral structure |
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| CN (1) | CN109594699A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2622281Y (en) * | 2003-04-02 | 2004-06-30 | 肖燎 | Structure of hollow building floor casted on-site made of steel reinforced concrete with flat beam |
| CN101298792A (en) * | 2008-05-28 | 2008-11-05 | 高家榕 | High efficiency construction method of cast-in-situ hollow core floor slab |
| CN102787689A (en) * | 2012-07-31 | 2012-11-21 | 长沙远大住宅工业有限公司 | Prefabricated overlapped hollow floor and fabricating method thereof |
| CN205776990U (en) * | 2016-07-18 | 2016-12-07 | 南昌大学 | hollow floor structure |
| KR20180120493A (en) * | 2017-04-27 | 2018-11-06 | 서울시립대학교 산학협력단 | Steel composite hollow core slab with topping concrete and manufacturing method of the same |
| CN208088615U (en) * | 2017-11-24 | 2018-11-13 | 中民筑友科技投资有限公司 | A kind of prefabricated board and hollow laminated floor slab |
-
2018
- 2018-12-11 CN CN201811511842.8A patent/CN109594699A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2622281Y (en) * | 2003-04-02 | 2004-06-30 | 肖燎 | Structure of hollow building floor casted on-site made of steel reinforced concrete with flat beam |
| CN101298792A (en) * | 2008-05-28 | 2008-11-05 | 高家榕 | High efficiency construction method of cast-in-situ hollow core floor slab |
| CN102787689A (en) * | 2012-07-31 | 2012-11-21 | 长沙远大住宅工业有限公司 | Prefabricated overlapped hollow floor and fabricating method thereof |
| CN205776990U (en) * | 2016-07-18 | 2016-12-07 | 南昌大学 | hollow floor structure |
| KR20180120493A (en) * | 2017-04-27 | 2018-11-06 | 서울시립대학교 산학협력단 | Steel composite hollow core slab with topping concrete and manufacturing method of the same |
| CN208088615U (en) * | 2017-11-24 | 2018-11-13 | 中民筑友科技投资有限公司 | A kind of prefabricated board and hollow laminated floor slab |
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190409 |
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