CN208981602U - A kind of Combined type reinforced hollow diaphragm capsule - Google Patents
A kind of Combined type reinforced hollow diaphragm capsule Download PDFInfo
- Publication number
- CN208981602U CN208981602U CN201821661418.7U CN201821661418U CN208981602U CN 208981602 U CN208981602 U CN 208981602U CN 201821661418 U CN201821661418 U CN 201821661418U CN 208981602 U CN208981602 U CN 208981602U
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- CN
- China
- Prior art keywords
- cavity mold
- combined type
- diaphragm capsule
- upper cavity
- reinforcing bar
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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.)
- Expired - Fee Related
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model relates to building construction device field, in particular to a kind of Combined type reinforced hollow diaphragm capsule.Its key points of the technical solution are that: a kind of Combined type reinforced hollow diaphragm capsule, it is characterised in that: including upper cavity mold and lower cavity mold, the upper cavity mold is with respect to the horizontal plane symmetrical arranged with the lower cavity mold；The upper cavity mold includes opposite closed side and open side, and the opening area of the open side is greater than the area of the closed side；The upper cavity mold includes reinforcing bar inner frame, outer mold layer and sealing strip, and the outer mold layer is covered in the outside of the reinforcing bar inner frame, and the sealing strip is set to the lower edge of the reinforcing bar inner frame；The lower cavity mold is consistent with the epicoele mode structure.Its main feature is that the strength of materials is high, not cracky, convenient transportation from heavy and light.
Description
Technical field
The utility model relates to building construction device field, in particular to a kind of Combined type reinforced hollow diaphragm capsule.
Background technique
Cast-in-place concrete hollow building roof is another novel floor system after arch without beam, close rib building roof, it is self-possessed
Gently, span is big, adapt to current large pillar net, large bay, large space multi-rise building needs.The superstructure can not only provide spirit
Application space living, but also have mitigate dead load, increase strengthening floor slab rigidity, shorten the construction period, improve sound insulation effect and
The advantages that reducing structural cost, economic and technical norms are significantly improved than other types of floor system, have extensive
With prospect.
For the combined type diaphragm capsule of cast-in-place concrete hollow building roof, the existing following patent in China: license notification number
CN204571045U discloses a kind of combined hollow diaphragm capsule, including evacuated mould, and the evacuated mould is by the upper plenum that is arranged in pairs
Mould and lower evacuated mould composition, the overhead cavity mold and lower evacuated mould include a sealing surface and an opening portion, the overhead
The evacuated mould is formed closed cavity body structure, the upper plenum after docking in opposite directions by the opening portion of cavity mold and lower evacuated mould
Mould, the opening portion lateral wall bottom edge of lower evacuated mould and sealing surface side form contraction flow region, the overhead cavity mold and lower cavity molding
The surface area for closing face is respectively less than the cross-sectional area of opening portion.Mitigate dead load by using the utility model, it is mixed to save reinforcing bar
Solidifying soil materials, reduce layer height, reduce construction material；The bearing capacity and intensity of floor are improved by gypsum evacuated mould, and can be with
Reach the performances such as sound insulation, heat-insulated, fire prevention, shockproof.
However.The hollow diaphragm capsule of the patent is made of gypsum or concrete, heavier, the low cracky of intensity of being self-possessed, water suction
Rate is big.
Utility model content
Aiming at the problems existing in the prior art, the purpose of this utility model is to provide a kind of Combined type reinforced hollow molds
Box does not absorb water its main feature is that intensity is high from heavy and light, convenient transportation.
In order to achieve the above objectives, the technical solution adopted in the utility model is: a kind of Combined type reinforced hollow diaphragm capsule, special
Sign is: including upper cavity mold and lower cavity mold, the upper cavity mold is with respect to the horizontal plane symmetrical arranged with the lower cavity mold；The epicoele
Mould includes opposite closed side and open side, and the opening area of the open side is greater than the area of the closed side；The epicoele
Mould includes reinforcing bar inner frame, outer mold layer and sealing strip, and the outer mold layer is covered in the outside of the reinforcing bar inner frame, the sealing
Item is set to the lower edge of the reinforcing bar inner frame；The lower cavity mold is consistent with the epicoele mode structure.
Preferably, several pin holes, the upper cavity mold and the lower cavity mold are reserved on the sealing strip to connect by bolt
It connects.
Preferably, the reinforcing bar inner frame is reinforced mesh.
Preferably, the size of each lattice of the reinforced mesh be 150mm × 150mm or 100mm × 100mm or 50mm ×
50mm。
Preferably, reinforcing bar inner frame and outer mold layer pass through punching press integrated setting.
Preferably, the reinforcing bar internal mold layer includes several steel fabric sheets.
Preferably, the size of each lattice of the steel fabric sheet is 150mm × 150mm.
Preferably, in the cavity that the upper cavity mold and lower cavity mold are formed, it is also filled with light material.
The utility model has the beneficial effects that: 1) diaphragm capsule is made using reinforced mesh and steel fabric sheet, from heavy and light, intensity
High convenient transportation；2) diaphragm capsule is pre-formed, conserves process without air-drying to wait, quality can be protected, high production efficiency；3)
Upper cavity mold is connected with lower cavity mold by bolt, and building-site is easy for installation.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of embodiment；
Fig. 2 is the structural schematic diagram of the cast-in-situ reinforced concrete hollow floor of embodiment；
Appended drawing reference: 1, upper cavity mold；2, lower cavity mold；3, sealing strip；4, reinforcing bar inner frame；5, outer mold layer；6, pin hole；7,
Bolt；8, concrete.
Specific embodiment
The following examples illustrate the utility model, but cannot be used to limit the scope of the utility model.
Wherein identical components are presented with like reference characters.It should be noted that word used in the following description
Language "front", "rear", "left", "right", "up" and "down" refer to the direction in attached drawing, word " bottom surface " and " top surface ", "inner" and
"outside" refers respectively to the direction towards or away from geometric center of specific component.
A kind of Combined type reinforced hollow diaphragm capsule disclosed in the present embodiment, as shown in Figure 1, 2, a kind of Combined type reinforced hollow mold
Box, including upper cavity mold 1 and lower cavity mold 2, upper cavity mold 1 are with respect to the horizontal plane symmetrical arranged with lower cavity mold 2.Upper cavity mold 1 includes opposite
Closed side and open side, the opening area of open side be greater than the area of closed side.Upper cavity mold 1 includes reinforcing bar inner frame 4, external mold
Layer 5 and sealing strip 3, outer mold layer 5 are covered in the outside of reinforcing bar inner frame 4, and sealing strip 3 is set to the lower edge of reinforcing bar inner frame 4.
Lower cavity mold 2 is consistent with upper 1 structure of cavity mold.It should be noted that the upper cavity mold 1 of the present embodiment and the dimension scale of lower cavity mold 2 can
With difference.
It should be noted that the reinforcing bar hollow mold box shaped of the present embodiment is not limited to rectangle, it can also be circle, hexagon etc.
Geometry.The epicoele of the present embodiment touch 1 and lower cavity mold 2 be not limited to up and down combine, can also control combination, front and back combination etc..
The size of each lattice of reinforced mesh is 150mm × 150mm or 100mm × 100mm or 50mm × 50mm.
Outer mold layer 5 includes several steel fabric sheets, the present embodiment preferably 5 steel fabric sheets being stacked.Steel fabric sheet is every
The size of one lattice is 150mm × 150mm or 100mm × 100mm or 50mm × 50mm.It should be noted that outer mold layer 5 is not limited to
Steel fabric sheet, can also be using sheet metal etc..
Reinforcing bar inner frame 4 and outer mold layer 5 pass through punching press integrated setting.Sealing strip 3 and reinforcing bar inner frame 4 by compacting or
Weldedization setting.
Several pin holes 6, upper cavity mold 1 and lower cavity mold 2 is reserved on sealing strip 3 to connect by bolt 7.Reinforcing bar inner frame 4
For reinforced mesh.
In the cavity that upper cavity mold 1 and lower cavity mold 2 are formed, light material can also be filled with.
The usage mode of the present embodiment is as follows: reinforced mesh being made to the pattern of upper cavity mold 1 or lower cavity mold 2, by several steel
Both silk netting is covered in outside reinforced mesh, and punching press makes combination.Then sealing strip 3 and reinforced mesh are suppressed or is welded, completed
Diaphragm capsule it is prefabricated.
When in-site installation, first upper cavity mold 1 and lower cavity mold 2 are symmetrically put, bolt 7 is then inserted into upper cavity mold 1 and cavity of resorption
In the corresponding pin hole 6 of mould 2, the assembly of diaphragm capsule is completed.Subsequent casting concrete 8, forms cast in place reinforced bar coagulation as shown in Figure 2
Native hollow floor.
It should be noted that above embodiments are merely intended for describing the technical solutions of the present application, but not for limiting the present application.Although ginseng
The utility model is described in detail according to preferred embodiment, those skilled in the art should understand that, it can be to reality
It is modified or replaced equivalently with novel technical solution, it, should all without departing from the range of technical solutions of the utility model
Cover in the scope of the claims of the utility model.
Claims (8)
1. a kind of Combined type reinforced hollow diaphragm capsule, it is characterised in that: including upper cavity mold (1) and lower cavity mold (2), the upper cavity mold
(1) it is with respect to the horizontal plane symmetrical arranged with the lower cavity mold (2)；The upper cavity mold (1) includes opposite closed side and open side,
The opening area of the open side is greater than the area of the closed side；The upper cavity mold (1) includes reinforcing bar inner frame (4), external mold
Layer (5) and sealing strip (3), the outer mold layer (5) are covered in the outside of the reinforcing bar inner frame (4), sealing strip (3) setting
In the lower edge of the reinforcing bar inner frame (4)；The lower cavity mold (2) is consistent with upper cavity mold (1) structure.
2. a kind of Combined type reinforced hollow diaphragm capsule according to claim 1, it is characterised in that: pre- on the sealing strip (3)
There are several pin holes (6), the upper cavity mold (1) and the lower cavity mold (2) are connected by bolt (7).
3. a kind of Combined type reinforced hollow diaphragm capsule according to claim 1, it is characterised in that: the reinforcing bar inner frame (4)
For reinforced mesh.
4. a kind of Combined type reinforced hollow diaphragm capsule according to claim 3, it is characterised in that: each lattice of reinforced mesh
Size be 150mm × 150mm or 100mm × 100mm or 50mm × 50mm.
5. a kind of Combined type reinforced hollow diaphragm capsule according to claim 1, it is characterised in that: reinforcing bar inner frame (4) and outer
Mold layer (5) passes through punching press integrated setting.
6. a kind of Combined type reinforced hollow diaphragm capsule according to claim 1, it is characterised in that: the outer mold layer (5) includes
Several steel fabric sheets.
7. a kind of Combined type reinforced hollow diaphragm capsule according to claim 6, it is characterised in that: each lattice of steel fabric sheet
Size be 150mm × 150mm or 100mm × 100mm or 50mm × 50mm.
8. a kind of Combined type reinforced hollow diaphragm capsule according to claim 1, it is characterised in that: the upper cavity mold (1) and under
In the cavity that cavity mold (2) is formed, light material can also be filled with.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821661418.7U CN208981602U (en) | 2018-10-12 | 2018-10-12 | A kind of Combined type reinforced hollow diaphragm capsule |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821661418.7U CN208981602U (en) | 2018-10-12 | 2018-10-12 | A kind of Combined type reinforced hollow diaphragm capsule |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208981602U true CN208981602U (en) | 2019-06-14 |
Family
ID=66787358
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821661418.7U Expired - Fee Related CN208981602U (en) | 2018-10-12 | 2018-10-12 | A kind of Combined type reinforced hollow diaphragm capsule |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208981602U (en) |
-
2018
- 2018-10-12 CN CN201821661418.7U patent/CN208981602U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| 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: 20190614 Termination date: 20201012 |