CN210342378U - Stepped aluminum alloy template floor slab - Google Patents
Stepped aluminum alloy template floor slab Download PDFInfo
- Publication number
- CN210342378U CN210342378U CN201920383752.9U CN201920383752U CN210342378U CN 210342378 U CN210342378 U CN 210342378U CN 201920383752 U CN201920383752 U CN 201920383752U CN 210342378 U CN210342378 U CN 210342378U
- Authority
- CN
- China
- Prior art keywords
- interface
- concrete
- floor
- concrete floor
- aluminum alloy
- 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
- 229910000838 Al alloy Inorganic materials 0.000 title claims abstract description 22
- 239000004567 concrete Substances 0.000 claims abstract description 52
- 239000011178 precast concrete Substances 0.000 claims abstract description 27
- 239000000853 adhesive Substances 0.000 claims abstract description 12
- 230000001070 adhesive effect Effects 0.000 claims abstract description 11
- 230000000694 effects Effects 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 10
- 239000011150 reinforced concrete Substances 0.000 description 7
- 238000009415 formwork Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 230000003487 anti-permeability effect Effects 0.000 description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000003292 glue Substances 0.000 description 2
- 238000007788 roughening Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 229920000297 Rayon Polymers 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000009736 wetting Methods 0.000 description 1
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a echelonment aluminum alloy template floor, including concrete floor, reservation mouth, first interface, second interface, precast concrete shutoff piece, third interface, fourth interface, concrete floor one side is provided with the reservation mouth, the reservation mouth runs through the concrete floor, the concrete floor includes first concrete floor and second concrete floor, the one end of first concrete floor is provided with the first interface, the second concrete floor is close to the one end of reservation mouth and is provided with the second interface, the reservation mouth is fixed to be provided with the precast concrete shutoff piece; according to the ladder-shaped aluminum alloy template floor slab, the first connector, the second connector, the third connector and the fourth connector are designed into a ladder-shaped structure, and the precast concrete plugging block precast in advance is bonded with the concrete floor slab through the building waterproof adhesive, so that the precast concrete block is firmer, the floor slab is good in forming quality, and the waterproof and impervious effects are better.
Description
Technical Field
The utility model relates to a construction technical field, in particular to echelonment aluminum alloy template floor.
Background
The cast-in-place reinforced concrete floor is manufactured by erecting a formwork, binding reinforcing steel bars, pouring concrete, maintaining and removing a formwork according to a design position on site. The floor slab has the characteristics of firmness, durability, good fireproof performance and low cost, and the reinforced concrete structure is a structure made of reinforced concrete. The main load bearing member is constructed of reinforced concrete. The method comprises a thin-shell structure, a large-template cast-in-place structure and a building with a reinforced concrete structure built by using a slip form, a lifting plate and the like. A structure is made of steel bars and concrete. The reinforcing steel bar bears the tensile force, and the concrete bears the pressure. The steel reinforced concrete member is used for a reinforced concrete member which is prefabricated in a factory or a construction site and assembled on site, a hole which needs to be reserved on a cast-in-place concrete floor in building construction and is plugged later is mainly provided with a wire releasing hole and a pump pipe opening, a material conveying port needs to be added in aluminum alloy template construction, the reserved hole of the conventional floor is in a horn mouth shape or a prism shape at present, formwork support and concrete pouring are needed to be carried out again in later plugging, meanwhile, corresponding waterproof and anti-permeability treatment is carried out, the construction difficulty is large, the process is complicated, the water seepage easily occurs, the quality problems such as poor plate surface forming quality and the like, the construction quality requirement is high, and the quality control difficulty is large.
SUMMERY OF THE UTILITY MODEL
The utility model discloses a main aim at provides a echelonment aluminum alloy template floor can effectively solve the problem in the background art.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model provides a echelonment aluminum alloy template floor, includes concrete floor, reserves mouth, first interface, second interface, precast concrete shutoff piece, third interface, fourth interface, concrete floor one side is provided with reserve the mouth, reserve the mouth and run through concrete floor, concrete floor includes first concrete floor and second concrete floor, the one end of first concrete floor is provided with first interface, the second concrete floor is close to the one end of reserving the mouth is provided with the second interface, it is provided with to reserve mouthful department the fixed precast concrete shutoff piece that is provided with, the both ends of precast concrete shutoff piece are provided with respectively the third interface with the fourth interface, the precast concrete shutoff piece passes through the viscose agent bonding first concrete floor with the second concrete floor.
Preferably, the first interface, the second interface, the third interface and the fourth interface are all in a stepped structure.
Preferably, the surfaces of the third interface, the fourth interface, the first interface and the second interface are all subjected to roughening treatment.
Preferably, the stepped structures of the first interface and the third interface are matched.
Preferably, the stepped structures of the second interface and the fourth interface are matched.
Preferably, the adhesive is ERGO 1309.
Compared with the prior art, the utility model discloses following beneficial effect has: according to the ladder-shaped aluminum alloy template floor slab, the first connector, the second connector, the third connector and the fourth connector are designed into a ladder-shaped structure, the precast concrete plugging block prefabricated in advance is bonded with the concrete floor slab through the building waterproof adhesive, the construction process is simple and easy to operate, the ladder-shaped design of the reserved hole opening not only realizes quick plugging of the precast concrete block, but also increases the acting area of the building waterproof adhesive, so that the precast concrete block is firmer, the floor slab is good in forming quality, and the waterproof and anti-permeability effects are better.
Drawings
Fig. 1 is a schematic view of the overall structure of a stepped aluminum alloy formwork floor slab of the present invention;
fig. 2 is a schematic plan view of a reserved opening of a stepped aluminum alloy template floor slab of the present invention;
fig. 3 is a schematic plan view of a precast concrete block of a stepped aluminum alloy formwork floor slab of the present invention;
in the figure: 1. a concrete floor slab; 2. reserving a port; 3. a first concrete floor; 4. a first interface; 5. a second interface; 6. a second concrete floor; 7. prefabricating a concrete plugging block; 8. a third interface; 9. and a fourth interface.
Detailed Description
In order to make the technical means, creation features, achievement purposes and functions of the present invention easy to understand, the present invention is further described below with reference to the following embodiments.
As shown in fig. 1-3, a echelonment aluminum alloy template floor slab comprises a concrete floor slab 1, a reserved opening 2, a first interface 4, a second interface 5, a precast concrete block 7, a third interface 8 and a fourth interface 9, wherein the reserved opening 2 is arranged on one side of the concrete floor slab 1, the reserved opening 2 penetrates through the concrete floor slab 1, the concrete floor slab 1 comprises a first concrete floor slab 3 and a second concrete floor slab 6, one end of the first concrete floor slab 3 is provided with the first interface 4, one end of the second concrete floor slab 6 close to the reserved opening 2 is provided with the second interface 5, the reserved opening 2 is fixedly provided with the precast concrete block 7, two ends of the precast concrete block 7 are respectively provided with the third interface 8 and the fourth interface 9, the precast concrete block 7 is bonded with the first concrete floor slab 3 and the second concrete floor slab through an adhesive agent 6.
In this embodiment, it is preferable that the first port 4, the second port 5, the third port 8, and the fourth port 9 are all in a stepped structure.
In this embodiment, preferably, the surfaces of the third port 8, the fourth port 9, the first port 4, and the second port 5 are all subjected to roughening treatment.
In this embodiment, preferably, the stepped structures of the first interface 4 and the third interface 8 are matched.
In this embodiment, preferably, the stepped structures of the second interface 5 and the fourth interface 9 are matched.
In this embodiment, preferably, the type of the adhesive is ERGO 1309.
It should be noted that, the utility model relates to a ladder-shaped aluminum alloy template floor, when in use, through designing the first interface 4, the second interface 5, the third interface 8 and the fourth interface 9 into ladder-shaped structures, and bonding the precast concrete block 7 prefabricated in advance to the concrete floor 1 through the building waterproof adhesive, the construction process is simple and easy to operate, the design of the ladder-shaped reserved opening not only realizes the rapid blocking of the precast concrete block, but also increases the effective area of the building waterproof adhesive, so that the precast concrete block 7 is firmer, the floor forming quality is good, the waterproof and anti-permeability effect is better, the aluminum alloy mold of the reserved opening 2 is improved, the reserved opening 2 formed by pouring is in ladder-shaped, the precast concrete block 7 matched with the opening is processed and manufactured by the aluminum alloy mold, the side wall of the opening and the side face of the precast concrete block 7 are chiseled and cleaned up before construction, watering and wetting are carried out one day in advance, the building waterproof adhesive glue is coated on the side wall of the opening and the side face of the precast concrete plugging block 7 during construction, the precast concrete plugging block 7 is placed and compacted, the precast concrete plugging block 7 is adjusted to be aligned and leveled with the concrete floor slab 1, a warning enclosure is arranged on the periphery of the opening, the opening cannot be disturbed within one day, and the strength of the building waterproof adhesive glue meets the requirement of finishing construction.
The basic principles and the main features of the invention and the advantages of the invention have been shown and described above. It will be understood by those skilled in the art that the present invention is not limited to the above embodiments, and that the foregoing embodiments and descriptions are provided only to illustrate the principles of the present invention without departing from the spirit and scope of the present invention. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (6)
1. The utility model provides a echelonment aluminum alloy template floor, includes concrete floor (1), reserves mouthful (2), first interface (4), second interface (5), precast concrete shutoff piece (7), third interface (8), fourth interface (9), its characterized in that: the reserved opening (2) is arranged on one side of the concrete floor (1), the reserved opening (2) penetrates through the concrete floor (1), the concrete floor (1) comprises a first concrete floor (3) and a second concrete floor (6), one end of the first concrete floor (3) is provided with the first interface (4), one end of the second concrete floor (6) close to the reserved opening (2) is provided with the second interface (5), the prefabricated concrete plugging block (7) is fixedly arranged at the reserved opening (2), the third interface (8) and the fourth interface (9) are respectively arranged at the two ends of the precast concrete block (7), and the precast concrete plugging block (7) is bonded with the first concrete floor (3) and the second concrete floor (6) through an adhesive.
2. The stepped aluminum alloy template floor slab as claimed in claim 1, wherein: the first interface (4), the second interface (5), the third interface (8) and the fourth interface (9) are in a stepped structure.
3. The stepped aluminum alloy template floor slab as claimed in claim 1, wherein: the surfaces of the third interface (8), the fourth interface (9), the first interface (4) and the second interface (5) are all subjected to scabbling treatment.
4. The stepped aluminum alloy template floor slab as claimed in claim 1, wherein: the stepped structures of the first interface (4) and the third interface (8) are matched.
5. The stepped aluminum alloy template floor slab as claimed in claim 1, wherein: the stepped structures of the second interface (5) and the fourth interface (9) are matched.
6. The stepped aluminum alloy template floor slab as claimed in claim 1, wherein: the adhesive is ERGO 1309.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920383752.9U CN210342378U (en) | 2019-03-25 | 2019-03-25 | Stepped aluminum alloy template floor slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920383752.9U CN210342378U (en) | 2019-03-25 | 2019-03-25 | Stepped aluminum alloy template floor slab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210342378U true CN210342378U (en) | 2020-04-17 |
Family
ID=70172320
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920383752.9U Expired - Fee Related CN210342378U (en) | 2019-03-25 | 2019-03-25 | Stepped aluminum alloy template floor slab |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210342378U (en) |
-
2019
- 2019-03-25 CN CN201920383752.9U patent/CN210342378U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103469825B (en) | The prefabricated water resistant template in ater-casting and mounting method | |
| CN207582764U (en) | A kind of close spelling laminated floor slab connecting joint structure of end fluting | |
| CN108678220B (en) | Concrete shear wall with integrally installed reinforcing steel bar templates | |
| CN110295739A (en) | A kind of vertical waterproof construction seam construction method | |
| CN210342378U (en) | Stepped aluminum alloy template floor slab | |
| CN213952977U (en) | Anti-leakage structure and pouring mold | |
| CN214995101U (en) | Precast bottom plate of concrete laminated slab and concrete laminated slab connection structure | |
| CN215252802U (en) | Prefabricated steel mould for underground diaphragm wall scabbling surface of foundation pit and prefabricated steel mould wall | |
| CN206693469U (en) | A kind of precast floor slab connecting node | |
| CN215670416U (en) | Prefabricated bottom plate of superimposed sheet and superimposed sheet concatenation structure | |
| CN209224259U (en) | Turnover type concrete precast block makes mold | |
| CN100564720C (en) | Crack resistant steel concrete wall | |
| CN210421069U (en) | Underground continuous wall connecting device assembled by C-shaped steel | |
| CN215282476U (en) | Preparation mould of prevention of seepage prefabricated section | |
| CN205444643U (en) | Building garbage recovery's foraminiferous building block of four generating circle head crosss and brickwork thereof | |
| CN213572637U (en) | Can avoid wallboard of mould that rises | |
| CN217759492U (en) | Combined prefabricated laminated slab | |
| CN219175388U (en) | Concrete floor leaves water pipeline in advance | |
| CN217679092U (en) | Novel concrete preformed hole structure | |
| CN218990618U (en) | Connecting structure for corner of cast-in-situ wall body and composite floor slab | |
| CN216042609U (en) | Superimposed sheet post-cast strip structure based on assembly of aluminum mould system | |
| CN219280938U (en) | Corner wallboard and die | |
| CN210886803U (en) | Composite concrete made of construction waste | |
| CN205348558U (en) | Rack for hollow core slab | |
| CN101196055B (en) | Cast-in-situ concrete hollow slab |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200417 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |