CN214614895U - Template for novel concrete cast-in-place floor - Google Patents
Template for novel concrete cast-in-place floor Download PDFInfo
- Publication number
- CN214614895U CN214614895U CN202120203021.9U CN202120203021U CN214614895U CN 214614895 U CN214614895 U CN 214614895U CN 202120203021 U CN202120203021 U CN 202120203021U CN 214614895 U CN214614895 U CN 214614895U
- Authority
- CN
- China
- Prior art keywords
- template
- template body
- place floor
- cast
- floor slab
- 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.)
- Active
Links
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to a template for novel cast-in-place floor of concrete relates to the technical field of cast-in-place board of concrete, and it includes the template body, the template body is provided with the fixing base, the fixing base includes pedestal and pre-buried body, horizontal muscle hole has been seted up to the pedestal and has been indulged the muscle hole, the central axis in horizontal muscle hole with indulge the central axis mutually perpendicular in muscle hole, pre-buried body part sets up in the template is originally internal, the pedestal is fixed in pre-buried body. This application has and makes template and cast-in-place floor combine more stably, need not the effect of demolising after the construction.
Description
Technical Field
The application relates to the technical field of concrete cast-in-place slabs, in particular to a template for a novel concrete cast-in-place floor slab.
Background
The cast-in-place floor slab is formed by building templates on site, installing reinforcing steel bars and pouring concrete, so that the cast-in-place floor slab has relatively high integrity and larger bearing capacity. However, after the construction of the cast-in-place floor slab is finished, the indoor decoration can be performed only by dismantling the template, so that the construction period of the building is prolonged. In view of the above-mentioned related art, the inventor has considered that a form panel which is stably combined with a cast-in-place floor without dismantling is needed.
SUMMERY OF THE UTILITY MODEL
In order to make template and cast-in-place floor combine more stably, need not to demolish after the construction, this application provides a template for novel concrete cast-in-place floor.
The application provides a pair of a template for novel concrete cast-in-place floor adopts following technical scheme:
the utility model provides a template for novel cast-in-place floor of concrete, includes the template body, the template body is provided with the fixing base, the fixing base includes pedestal and pre-buried body, horizontal muscle hole and vertical muscle hole have been seted up to the pedestal, the central axis in horizontal muscle hole and the central axis mutually perpendicular who indulges the muscle hole, pre-buried body part sets up in the template originally internally, the pedestal is fixed in pre-buried body.
By adopting the technical scheme, when the cast-in-place floor slab is constructed, the template bodies are spliced and fixed with each other, the transverse rib holes and the longitudinal rib holes can be used for fixing reinforcing steel bars bundled in the cast-in-place floor slab respectively, concrete is poured to form the cast-in-place floor slab, and the base and the embedded bodies can enable the template bodies and the cast-in-place floor slab to be firmly combined, so that the template bodies do not need to be detached after construction is finished, and the construction time is shortened.
Optionally, the pre-buried body is of a rod-shaped structure, and the rod part of the pre-buried body is connected with a plurality of barbed rods, and the barbed rods are located in the template body.
Through adopting above-mentioned technical scheme, the area of contact between the multiplicable pre-buried body of thorn pole and the template body to make the built-in fitting more stable set up in the template body.
Optionally, this internal reinforcing piece that is provided with of template, the reinforcing piece uplift has a plurality of banding heavy muscle, heavy muscle is located the outside of template body, the medial surface of heavy muscle encloses with the template body and establishes and form the slip casting cavity, and heavy muscle and pedestal lie in the homonymy of template body, heavy muscle has seted up a plurality of thick liquid holes of crossing.
By adopting the technical scheme, the cast-in-place concrete can be poured into the grouting cavity from the grout passing hole, and the connection strength between the reinforcement bar and the cast-in-place concrete is increased, so that the connection between the template body and the cast-in-place floor slab is relatively tighter.
Optionally, one side of the template body, which is back to the base body, is connected with a fixing net.
Through adopting above-mentioned technical scheme, the roughness of pedestal one side can be dorsad in the multiplicable template body of fixed network to make the interior decoration in-process, the paint or the coating of coating can be more firm combine with the template body.
Optionally, the other end of the embedded body, which faces away from the base body, penetrates through the template body and the fixing net, the embedded part is connected with the pressing piece, and the fixing net is clamped between the pressing piece and the template body.
Through adopting above-mentioned technical scheme, the pressfitting piece can be held the fixed network pressure in the template body for the connection of fixed network and template body is inseparabler relatively.
Optionally, an embedded groove is formed in one side, facing the pressing piece, of the template body, and the pressing piece is located in the embedded groove.
Through adopting above-mentioned technical scheme, the pressfitting piece can be located the embedded groove during fixed, and when the template body need coat paint to pedestal one side dorsad, the pressfitting piece is difficult for producing protruding position relatively, influences the coating of paint.
Optionally, the adjacent both sides border of template body has seted up the joint groove, the other both sides border of template body is connected with the card strip of adaptation in joint groove.
Through adopting above-mentioned technical scheme, the joint inslot can be located to the card strip for it is more convenient relatively when installing the template body, and cast-in-place concrete is difficult for leaking from the gap between two adjacent template bodies.
Optionally, an adhesive layer is coated in the clamping groove.
Through adopting above-mentioned technical scheme, the adhesive linkage can make the connection of two adjacent template bodies more firm relatively.
In summary, the present application includes at least one of the following beneficial technical effects:
1. when the cast-in-place floor slab is constructed, the template bodies are spliced and fixed with each other, the transverse reinforcement holes and the longitudinal reinforcement holes can be used for fixing the reinforcing steel bars bundled in the cast-in-place floor slab respectively, and finally concrete is poured to form the cast-in-place floor slab;
2. the fixed net can increase the roughness of one side surface of the template body back to the base body, so that the coated paint or coating can be more firmly combined with the template body in the indoor decoration process.
Drawings
FIG. 1 is a schematic structural diagram of an embodiment of the present application;
fig. 2 is a schematic partial cross-sectional view of an embodiment of the present application.
Description of reference numerals: 1. a template body; 11. a reinforcing sheet; 111. bulging ribs; 112. grouting a cavity; 113. slurry passing holes; 12. fixing the net; 13. a groove is embedded; 14. a clamping groove; 141. an adhesive layer; 15. clamping the strip; 2. a fixed seat; 21. a base body; 211. transverse rib holes; 212. longitudinal rib holes; 22. embedding parts; 221. laminating the sheets; 222. and (4) pricking a rod.
Detailed Description
The present application is described in further detail below with reference to figures 1-2.
The embodiment of the application discloses a template for novel concrete cast-in-place floor slab. Referring to fig. 1 and 2, the formwork for the novel concrete cast-in-place floor slab includes a formwork body 1, and the formwork body 1 of the embodiment of the application is formed by pouring concrete. Template body 1 is provided with fixing base 2, and fixing base 2 includes pedestal 21 and built-in fitting 22, and pedestal 21 is the tubular structure of one end confined and pedestal 21's blind end fixed die plate body 1, and the built-in fitting 22 of this application embodiment is the bolt, and the blind end of pedestal 21 is worn to locate by built-in fitting 22, and pedestal 21 threaded connection is in built-in fitting 22.
Two corresponding horizontal muscle holes 211 and two corresponding muscle holes 212 of indulging are seted up to the lateral wall of fixing base 2, and the central axis in horizontal muscle hole 211 and the central axis mutually perpendicular who indulges muscle hole 212. During the use, with template body 1 one side that has fixing base 2 up, wear to locate horizontal muscle hole 211 with the reinforcing bar of horizontal setting again, vertically set up the reinforcing bar wear to locate in vertical muscle hole 212 to pour into the concrete into after tying up horizontal reinforcing bar and vertical reinforcing bar, template body 1 and concrete together form cast-in-place floor after the dry knot, and template body 1 is fixed in the floor through the connection of reinforcing bar and fixing base 2, thereby template body 1 need not demolish after the construction, make the time limit for a project shorten.
The face of the same side of the template body 1 and the seat body 21 is provided with the reinforcing sheet 11, the reinforcing sheet 11 is of a corrugated plate-shaped structure, the corrugated profile of the reinforcing sheet 11 is in a trapezoidal shape, the reinforcing sheet 11 is paved on the template body 1, and the reinforcing sheet 11 is partially embedded in the template body 1. The crest uplift that the reinforcing piece 11 is located the template body 1 outside forms back heavy muscle 111, the medial surface of heavy muscle 111 and the face of template body 1 enclose to establish and be formed with slip casting cavity 112, and seted up a plurality of grout holes 113 of crossing on the face of heavy muscle 111, when the construction, the concrete can be followed in grout holes 113 inflow slip casting cavity 112, and heavy muscle 111 restricts the concrete in slip casting cavity 112 again, thereby make template body 1 be connected inseparabler with cast-in-place floor, difficult emergence breaks away from.
Referring to fig. 1 and 2, in order to enable the connection between the embedded part 22 and the formwork body 1 to be relatively tighter, a plurality of barbed rods 222 are welded to a rod portion of the embedded part 22, the barbed rods 222 are distributed around a central axis of the embedded part 22, the barbed rods 222 extend in a direction perpendicular to the central axis of the embedded part 22, the barbed rods 222 are all arranged in the formwork body 1 when the formwork body 1 is poured, and a layer of reinforcing mesh is further laid in the formwork body 1 for reinforcing the structural strength of the formwork body 1.
One side fixedly connected with fixed screen 12 of template body 1 pedestal 21 dorsad, the gauze is chooseed for use to fixed screen 12 of this application embodiment to this roughness that can increase template body 1 pedestal 21 one side dorsad makes the coating of fitment on template body 1 more firm relatively. Meanwhile, the other end of the embedded part 22, which is opposite to the base body 21, penetrates through the formwork body 1 and the fixing net 12, a pressing piece 221 is integrally formed at the end part of the embedded part 22, and the fixing net 12 is pressed on the formwork body 1 by the pressing piece 221, so that the fixing net 12 is further fixed. The pressing piece 221 will cause the side of the form body 1 facing away from the base 21 to protrude and interfere with painting during decoration. Therefore, the insertion groove 13 is formed in one side of the template body 1 facing the pressing piece 221, the fixing net 12 is pressed in the insertion groove 13 by the pressing piece 221, and the pressing piece 221 is located in the insertion groove 13.
Referring to fig. 1 and 2, in order to prevent concrete from leaking from the joints after the adjacent formwork bodies 1 are joined. Joint groove 14 has been seted up at the adjacent both sides border of template body 1, joint groove 14 extends the setting along the length direction at 1 border of template body, template body 1's other both sides border integrated into one piece has card strip 15, card strip 15 adaptation in joint groove 14's cell type, joint groove 14's inner wall has still the coating adhesive linkage 141, the optional waterproof construction that uses of adhesive linkage 141 of this application embodiment glues, thereby adhesive linkage 141 can make two adjacent template bodies 1 when the concatenation, card strip 15 can be more firm be fixed in joint groove 14.
The implementation principle of the template for the novel concrete cast-in-place floor slab in the embodiment of the application is as follows: the fixing seat 2 arranged on the template body 1 can be used for fixing the steel bars of the cast-in-place floor slab, so that the connection between the template body 1 and the cast-in-place floor slab is tighter, the template body 1 does not need to be detached after construction, and meanwhile, the reinforcing sheet 11 and the fixing seat 2 can be used for increasing the connection strength between the template body 1 and the cast-in-place floor slab together. The fixing net 12 makes the side of the form body 1 located indoors rougher during interior decoration, so that the paint is more easily attached to the form body 1.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a template for novel cast-in-place floor of concrete which characterized in that: including template body (1), template body (1) is provided with fixing base (2), fixing base (2) are including pedestal (21) and built-in fitting (22), horizontal muscle hole (211) and vertical muscle hole (212) have been seted up in pedestal (21), the central axis in horizontal muscle hole (211) and the central axis mutually perpendicular who indulges muscle hole (212), built-in fitting (22) part sets up in template body (1), pedestal (21) are fixed in built-in fitting (22).
2. The formwork for a novel concrete cast-in-place floor slab as claimed in claim 1, wherein: the embedded part (22) is of a rod-shaped structure, the rod part of the embedded part (22) is connected with a plurality of barbed rods (222), and the barbed rods (222) are located in the template body (1).
3. The formwork for a novel concrete cast-in-place floor slab as claimed in claim 2, wherein: be provided with in template body (1) and strengthen piece (11), it has a plurality of banding heavy muscle (111) to strengthen piece (11) uplift, heavy muscle (111) are located the outside of template body (1), the medial surface of heavy muscle (111) encloses with template body (1) and establishes formation slip casting cavity (112), and heavy muscle (111) and pedestal (21) are located the homonymy of template body (1), a plurality of thick liquid holes (113) of crossing have been seted up to heavy muscle (111).
4. The formwork for a novel concrete cast-in-place floor slab as claimed in claim 1 or 3, wherein: one side of the template body (1) back to the seat body (21) is connected with a fixing net (12).
5. The formwork for a novel concrete cast-in-place floor slab as claimed in claim 4, wherein: the other end, back to the base body (21), of the embedded part (22) penetrates through the template body (1) and the fixing net (12), the embedded part (22) is connected with the pressing sheet (221), and the fixing net (12) is clamped between the pressing sheet (221) and the template body (1).
6. The formwork for a novel concrete cast-in-place floor slab as claimed in claim 5, wherein: one side of the template body (1) facing the pressing piece (221) is provided with an embedded groove (13), and the pressing piece (221) is located in the embedded groove (13).
7. The formwork for a novel concrete cast-in-place floor slab as claimed in claim 6, wherein: the template is characterized in that clamping grooves (14) are formed in two adjacent side edges of the template body (1), and clamping strips (15) adaptive to the clamping grooves (14) are connected to the other two side edges of the template body (1).
8. The formwork for a novel concrete cast-in-place floor slab as claimed in claim 7, wherein: an adhesive layer (141) is coated in the clamping groove (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120203021.9U CN214614895U (en) | 2021-01-25 | 2021-01-25 | Template for novel concrete cast-in-place floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120203021.9U CN214614895U (en) | 2021-01-25 | 2021-01-25 | Template for novel concrete cast-in-place floor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214614895U true CN214614895U (en) | 2021-11-05 |
Family
ID=78438385
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120203021.9U Active CN214614895U (en) | 2021-01-25 | 2021-01-25 | Template for novel concrete cast-in-place floor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214614895U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114508196A (en) * | 2021-11-29 | 2022-05-17 | 易建网科技有限公司 | Combined composite floor slab |
-
2021
- 2021-01-25 CN CN202120203021.9U patent/CN214614895U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114508196A (en) * | 2021-11-29 | 2022-05-17 | 易建网科技有限公司 | Combined composite floor slab |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102587554B (en) | Laminated concrete slab connected by bending reinforcing steel bars by 180 degrees within span and connection method | |
| CN207194146U (en) | Prestressing force assembly concrete frame joint attachment structure | |
| CN206233584U (en) | Narrow zone exterior wall formwork erecting structure | |
| CN204983306U (en) | Amalgamation prefabricated plate | |
| CN110258789A (en) | A kind of beam-column connection and its construction method that energy consumption rod iron is replaceable | |
| CN214614895U (en) | Template for novel concrete cast-in-place floor | |
| CN105155690A (en) | Connection node of precast slabs and construction method for spliced precast slabs | |
| CN105089182B (en) | A kind of concrete partition system and its construction method for steel construction | |
| CN107090908A (en) | A kind of new vertical prefabricated components joint connecting method | |
| CN113250359B (en) | Full precast concrete floor slab connection structure and design calculation method | |
| CN114592741A (en) | Assembly type L-shaped composite wallboard self-tapping nail cluster block and post-cast strip combined connection structure and method | |
| CN206722216U (en) | A kind of prefabricated girder of laminated floor slab | |
| CN210164120U (en) | Beam slab structure | |
| CN112502194A (en) | Basement exterior wall horizontal construction joint structure and construction method thereof | |
| CN208792489U (en) | The prefabricated beam column in house crimps joint strengthening structure | |
| CN111851827A (en) | Assembly type prefabricated steel bar truss disassembly-free template system and manufacturing method thereof | |
| CN207092299U (en) | A kind of cast-in-place hollow armored concrete filling wall | |
| CN214144725U (en) | UHPC (ultra high performance polycarbonate) disassembly-free hollow template and superposed hollow floor slab | |
| CN214423395U (en) | Assembled waterproof wall of leading | |
| CN215978589U (en) | Masonry structure's prefabricated wallboard reinforced structure | |
| CN213539435U (en) | T-shaped overhanging prefabricated composite floor slab | |
| CN211735892U (en) | Connecting structure of prefabricated external wall panel and cast-in-place wall body | |
| CN210597796U (en) | Local superimposed sheet connected node | |
| CN112227580A (en) | Steel pipe truss prestressed hollow superimposed sheet | |
| CN215211791U (en) | Steel bar truss composite floor support plate |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |