CN220150865U - Rib beam forming member for cast-in-situ concrete - Google Patents
Rib beam forming member for cast-in-situ concrete Download PDFInfo
- Publication number
- CN220150865U CN220150865U CN202223244994.0U CN202223244994U CN220150865U CN 220150865 U CN220150865 U CN 220150865U CN 202223244994 U CN202223244994 U CN 202223244994U CN 220150865 U CN220150865 U CN 220150865U
- Authority
- CN
- China
- Prior art keywords
- girder
- fixedly connected
- cast
- mold
- situ concrete
- 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
- 238000011065 in-situ storage Methods 0.000 title claims abstract description 26
- 238000007789 sealing Methods 0.000 claims abstract description 24
- 238000009434 installation Methods 0.000 claims description 12
- 230000000712 assembly Effects 0.000 description 6
- 238000000429 assembly Methods 0.000 description 6
- 238000005266 casting Methods 0.000 description 2
- 238000004891 communication Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000007665 sagging Methods 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model belongs to the technical field of rib beam forming members, in particular to a rib beam forming member for cast-in-situ concrete, which comprises a floor mould, two girder moulds, three secondary beam moulds, a plurality of first fasteners and a plurality of second fasteners, wherein two girder mounting openings and three secondary beam mounting openings are formed in the bottom of the floor mould, and the two girder moulds are fixedly connected in the corresponding girder mounting openings through the first fasteners respectively. The utility model has reasonable structural design, the two girder moulds can be firmly fixed on the floor mould through the first fasteners, and the girder moulds and the secondary girder moulds are stably and hermetically connected together through the arrangement of the second fasteners, the through grooves, the first sealing gaskets and the second sealing gaskets, so that the quality of pouring the rib girder is improved, the girder moulds, the secondary girder moulds and the floor mould can be stably supported and fixed, the sinking condition does not exist during pouring, and the quality of pouring the girder and the secondary girder is further improved.
Description
Technical Field
The utility model relates to the technical field of rib beam forming members, in particular to a rib beam forming member for cast-in-situ concrete.
Background
The special term of civil engineering is that the concrete floor is divided into a ribbed beam floor and a beamless floor according to the structural form, wherein the ribbed beam refers to a rib with a main beam or a secondary beam as a plate below the plate, and when the existing ribbed beam floor is cast in situ, the floor and the ribbed beam are cast integrally. And (3) searching: the rib beam forming member for cast-in-situ concrete with the authorized publication number of CN102277921A comprises a rib beam die and a force-bearing floor plate of a reinforced-bar net concrete structure floor slab, wherein the rib beam die consists of a rib beam bottom die and a rib beam side die, the force-bearing floor plate of the reinforced-bar net concrete structure floor slab is a reinforced-bar concrete structure plate, steel bars are longitudinally and transversely arranged in the force-bearing floor plate of the reinforced-bar net concrete structure floor slab and extend out of the periphery of the force-bearing floor plate of the reinforced-bar net concrete structure floor slab, an opening cavity is arranged below the force-bearing floor plate of the reinforced-bar net concrete structure floor slab, and armpits are arranged on the periphery of the force-bearing floor plate of the reinforced-bar net concrete structure floor slab.
However, the rib beam forming member for cast-in-situ concrete has the defects that the main beam and the secondary beam are not convenient to firmly connect with the floor slab mold in the cast-in-situ concrete process, the main beam and the secondary beam mold are inconvenient to firmly and hermetically connect, gaps exist between the main beam and the secondary beam mold, the quality of pouring the rib beam is reduced, the main beam and the secondary beam mold are inconvenient to stably support, and the sagging condition exists in the pouring process, so that the protrusion exists after the pouring and forming of the main beam and the secondary beam, therefore, the rib beam forming member for cast-in-situ concrete is proposed to solve the problems.
Disclosure of Invention
The utility model aims to solve the defects, and provides a rib beam forming component for cast-in-situ concrete.
In order to achieve the above purpose, the present utility model adopts the following technical scheme:
the rib beam forming component for the cast-in-situ concrete comprises a floor slab mold, two main beam molds, three secondary beam molds, a plurality of first fasteners and a plurality of second fasteners, wherein the bottom of the floor slab mold is provided with two main beam installation openings and three secondary beam installation openings, the two main beam molds are respectively and fixedly connected in the corresponding main beam installation openings through the first fasteners, the three secondary beam molds are respectively and fixedly connected in the corresponding secondary beam installation openings through the second fasteners, the three secondary beam molds are fixedly communicated between the two main beam molds, the bottom of the main beam mold is provided with the first support assemblies, and the bottom of the secondary beam mold is provided with the second support assemblies.
Preferably, the first fastener comprises a first L-shaped plate and two first screws, the first L-shaped plate is fixedly connected to one side of the girder die through the first screws, and the first L-shaped plate is fixedly connected to the bottom of the floor die through the first screws.
Preferably, the second fastening piece comprises a second L-shaped plate and a second two screw rods, the second L-shaped plate is fixedly connected to one side of the main beam mold through the second screw rods, the second L-shaped plate is fixedly connected to the secondary beam mold through the second screw rods, and the secondary beam mold is fixedly connected between the two main beam molds through four second fastening pieces.
Preferably, the two main girder moulds are provided with through grooves on one sides close to each other, and the secondary girder moulds are communicated between the two main girder moulds through the through grooves.
Preferably, a first sealing gasket is fixedly connected in the through groove, a second sealing gasket is fixedly connected in the secondary beam die, and the first sealing gasket is movably abutted to one side of the second sealing gasket.
Preferably, the first support assembly comprises a first base, a first support rod is fixedly connected to the top of the first base, a first support plate is fixedly connected to the top end of the first support rod, two first screws are arranged on the first support plate in a threaded mode, and the first support plate is fixedly connected to the bottom of the main beam die through the two first screws.
Preferably, the second support assembly comprises a second base, the top of the second base is fixedly connected with a second support rod, the top of the second support rod is fixedly connected with a second support plate, two screws are arranged on the second support plate in a threaded mode, and the second support plate is fixedly connected to the bottom of the secondary beam die through the two screws.
Preferably, the top of the first base is provided with four first threaded holes, and the top of the second base is provided with four second threaded holes.
According to the rib beam forming component for cast-in-situ concrete, the first L-shaped plate is fixedly connected to one side of the main beam mold through the first fasteners and the first screw, the first L-shaped plate is fixedly connected to the bottom of the floor mold through the first screw, at the moment, the main beam mold can be fixed on the floor mold, the two main beam molds can be firmly fixed on the floor mold, and the main beam mold and the secondary beam mold are stably and hermetically connected together through the arrangement of the second fasteners, the through grooves, the first sealing gasket and the second sealing gasket, so that the quality of pouring the rib beam is improved;
according to the rib beam forming component for cast-in-situ concrete, the first support assemblies can stably firmly support and fix the two girder dies, and the second support assemblies can stably firmly support and fix the three secondary girder dies, so that the purpose of supporting and fixing the floor dies is achieved, the situation that sagging does not exist during casting is avoided, and the quality of casting girders and secondary girders is further improved;
the utility model has reasonable structural design, the two girder moulds can be firmly fixed on the floor mould through the first fasteners, and the girder moulds and the secondary girder moulds are stably and hermetically connected together through the arrangement of the second fasteners, the through grooves, the first sealing gaskets and the second sealing gaskets, so that the quality of pouring the rib girder is improved, the girder moulds, the secondary girder moulds and the floor mould can be stably supported and fixed, the sinking condition does not exist during pouring, and the quality of pouring the girder and the secondary girder is further improved.
Drawings
FIG. 1 is a schematic view of a cast-in-situ concrete rib beam forming member according to the present utility model;
FIG. 2 is a cross-sectional view of a cast-in-situ concrete rib beam forming member according to the present utility model;
FIG. 3 is a right side view in section of a main beam mold and a secondary beam mold of a rib beam forming member for cast-in-situ concrete according to the present utility model;
FIG. 4 is a schematic view of the structure of part A of the rib beam forming member for cast-in-situ concrete according to the present utility model.
In the figure: 1. floor mold; 2. a girder mold; 3. a secondary beam mold; 4. a first support rod; 5. a first base; 6. a second base; 7. a second support rod; 8. a second supporting plate; 9. a second screw; 10. a first supporting plate; 11. a first screw; 12. a through groove; 13. a first sealing gasket; 14. a second sealing gasket; 15. an L-shaped plate I; 16. an L-shaped plate II; 17. a main beam mounting port; 18. a secondary beam mounting port; 19. a first threaded hole; 20. and a threaded hole II.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments.
Referring to fig. 1 to 4, the rib beam forming member for cast-in-situ concrete comprises a floor slab mold 1, two girder molds 2, three secondary beam molds 3, a plurality of first fasteners and a plurality of second fasteners, wherein the bottom of the floor slab mold 1 is provided with two girder installation openings 17 and three secondary beam installation openings 18, the two girder molds 2 are respectively fixedly connected in the corresponding girder installation openings 17 through the first fasteners, the three secondary beam molds 3 are respectively fixedly connected in the corresponding secondary beam installation openings 18 through the second fasteners, the three secondary beam molds 3 are fixedly communicated between the two girder molds 2, the bottom of the girder mold 2 is provided with the first support assemblies, and the bottom of the secondary beam mold 3 is provided with the second support assemblies.
In the utility model, the first fastener comprises the first L-shaped plate 15 and the first two screws, the first L-shaped plate 15 is fixedly connected to one side of the main beam mold 2 through the first screw, the first L-shaped plate 15 is fixedly connected to the bottom of the floor mold 1 through the first screw, the first L-shaped plate 15 is fixedly connected to one side of the main beam mold 2 through the first screw, and the first L-shaped plate 15 is fixedly connected to the bottom of the floor mold 1 through the first screw, so that the main beam mold 2 can be fixed on the floor mold 1.
In the utility model, the second fastening piece comprises the second L-shaped plate 16 and the second two screws, the second L-shaped plate 16 is fixedly connected to one side of the main beam die 2 through the second screws, the second L-shaped plate 16 is fixedly connected to the second beam die 3 through the second screws, the second beam die 3 is fixedly connected between the two main beam dies 2 through the fourth fastening piece, the second L-shaped plate 16 can be fixedly connected to one side of the main beam die 2 through the second screws, then the second L-shaped plate 16 is fixedly connected to the second beam die 3 through the second screws, and further the second beam die 3 can be fixedly connected between the two main beam dies 2 through the fourth fastening piece, and the second beam die 3 can be further fixed on the floor die 1 due to the fact that the main beam die 2 is fixedly connected with the floor die 1.
In the utility model, the through grooves 12 are formed on one sides of the two main girder dies 2, which are close to each other, the secondary girder dies 3 are communicated between the two main girder dies 2 through the through grooves 12, and the communication of the secondary girder dies 3 and the two main girder dies 2 is facilitated through the through grooves 12.
In the utility model, the first sealing gasket 13 is fixedly connected in the through groove 12, the second sealing gasket 14 is fixedly connected in the secondary beam die 3, the first sealing gasket 13 is movably abutted against one side of the second sealing gasket 14, and the joint between the main beam die 2 and the secondary beam die 3 can be sealed through the arrangement of the first sealing gasket 13 and the second sealing gasket 14, so that the condition of slurry leakage is avoided.
In the utility model, the first supporting component comprises a first base 5, the top of the first base 5 is fixedly connected with a first supporting rod 4, the top of the first supporting rod 4 is fixedly connected with a first supporting plate 10, two first screws 11 are arranged on the first supporting plate 10 in a threaded mode, the first supporting plate 10 is fixedly connected to the bottom of the main beam die 2 through the first two screws 11, the first supporting plate 10 can be fixed to the bottom of the main beam die 2 through the first screws 11, and then the main beam die 2 can be stably and firmly supported through the cooperation of the first base 5, the first supporting rod 4 and the first supporting plate 10.
According to the utility model, the second support assembly comprises the second base 6, the second support rod 7 is fixedly connected to the top of the second base 6, the second support plate 8 is fixedly connected to the top of the second support rod 7, two screws 9 are arranged on the second support plate 8 in a threaded mode, the second support plate 8 is fixedly connected to the bottom of the secondary beam mold 3 through the two screws 9, the second support plate 8 can be fixed to the bottom of the secondary beam mold 3 through the two screws 9, and then the secondary beam mold 3 can be stably and firmly supported through the cooperation of the second base 6, the second support rod 7 and the second support plate 8.
In the utility model, the top of the first base 5 is provided with the first four threaded holes 19, the top of the second base 6 is provided with the second four threaded holes 20, the first base 5 can be fixed through the first threaded holes 19, and the second base 6 can be conveniently fixed through the second threaded holes 20.
In the utility model, when the floor system is used, the floor system mould 1 is erected on a poured upright column, then the two girder moulds 2 are fixed in the two girder mounting openings 17 on the floor system mould 1 through the first fastening piece, the first fastening piece is uniformly arranged at the two sides of the girder moulds 2, the girder moulds 2 can be firmly and fixedly connected with the floor system mould 1, then the second girder mould 3 is aligned with the through grooves 12 formed in the two girder moulds 2, at the moment, the second girder mould 3 is just inserted into the second girder mounting opening 18, then the second girder mould 3 is fixedly connected between the two girder moulds 2 through the second fastening piece, so that the purpose of fixed communication is achieved, the joint of the girder moulds 2 and the second girder mould 3 can be sealed through the arrangement of the first sealing gasket 13 and the second sealing gasket 14, the condition of slurry leakage is avoided, the girder moulds 2 and the second girder moulds 3 are firmly and tightly connected together, the quality of the rib beam is further improved, the first girder mould 2 and the second girder mould 2 can be stably supported through the first supporting component, the second girder mould 2 can be stably and fixedly supported through the third supporting component, the second girder mould 3 can be stably supported, the third girder mould can be stably supported, and the quality of the floor system can be further stably supported, and the floor system is further stably supported, and the quality is improved, and the quality is further stable.
The foregoing is only a preferred embodiment of the present utility model, but the scope of the present utility model is not limited thereto, and any person skilled in the art, who is within the scope of the present utility model, should make equivalent substitutions or modifications according to the technical scheme of the present utility model and the inventive concept thereof, and should be covered by the scope of the present utility model.
Claims (8)
1. The rib beam forming component for the cast-in-situ concrete is characterized by comprising a floor system die, two girder dies, three secondary beam dies, a plurality of first fasteners and a plurality of second fasteners, wherein the bottom of the floor system die is provided with two girder installation openings and three secondary beam installation openings, the two girder dies are respectively and fixedly connected in the corresponding girder installation openings through the first fasteners, the three secondary beam dies are respectively and fixedly connected in the corresponding secondary beam installation openings through the second fasteners, the three secondary beam dies are fixedly communicated between the two girder dies, the bottom of the girder dies is provided with the first support component, and the bottom of the secondary beam dies is provided with the second support component.
2. The rib beam forming member for cast-in-situ concrete according to claim 1, wherein the first fastening member comprises an L-shaped plate and two screw rods, the L-shaped plate is fixedly connected to one side of the girder mold through the screw rods, and the L-shaped plate is fixedly connected to the bottom of the floor mold through the screw rods.
3. The rib beam forming member for cast-in-situ concrete according to claim 1, wherein the second fastening member comprises a second L-shaped plate and a second two screw rods, the second L-shaped plate is fixedly connected to one side of the main beam mold through the second screw rods, the second L-shaped plate is fixedly connected to the secondary beam mold through the second screw rods, and the secondary beam mold is fixedly connected between the two main beam molds through the second four fastening members.
4. The rib beam forming member for cast-in-situ concrete according to claim 1, wherein the two girder molds are provided with through grooves at one side thereof adjacent to each other, and the secondary girder mold is communicated between the two girder molds through the through grooves.
5. The rib beam forming member for cast-in-situ concrete according to claim 4, wherein a first sealing gasket is fixedly connected in the through groove, a second sealing gasket is fixedly connected in the secondary beam mold, and the first sealing gasket is movably abutted against one side of the second sealing gasket.
6. The rib beam forming member for cast-in-situ concrete according to claim 1, wherein the first support assembly comprises a first base, a first support rod is fixedly connected to the top of the first base, a first support plate is fixedly connected to the top end of the first support rod, two first screws are arranged on the first support plate in a threaded manner, and the first support plate is fixedly connected to the bottom of the girder die through the two first screws.
7. The rib beam forming member for cast-in-situ concrete according to claim 1, wherein the second supporting component comprises a second base, the top of the second base is fixedly connected with a second supporting rod, the top of the second supporting rod is fixedly connected with a second supporting plate, two screws are arranged on the second supporting plate in a threaded manner, and the second supporting plate is fixedly connected to the bottom of the secondary beam die through the two screws.
8. The rib beam forming member for cast-in-situ concrete according to claim 6, wherein the top of the first base is provided with four first threaded holes, and the top of the second base is provided with four second threaded holes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223244994.0U CN220150865U (en) | 2022-12-05 | 2022-12-05 | Rib beam forming member for cast-in-situ concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223244994.0U CN220150865U (en) | 2022-12-05 | 2022-12-05 | Rib beam forming member for cast-in-situ concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220150865U true CN220150865U (en) | 2023-12-08 |
Family
ID=89021278
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223244994.0U Active CN220150865U (en) | 2022-12-05 | 2022-12-05 | Rib beam forming member for cast-in-situ concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220150865U (en) |
-
2022
- 2022-12-05 CN CN202223244994.0U patent/CN220150865U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110863507A (en) | Integrated prefabricated base component additionally provided with elevator, forming die and using method | |
| CN220150865U (en) | Rib beam forming member for cast-in-situ concrete | |
| CN215211876U (en) | Waterproof hollow wall structure of precast concrete | |
| CN115012649A (en) | Template for concrete pouring at node of assembled beam column and mounting method thereof | |
| CN219773324U (en) | Concrete beam plate structure | |
| CN215618854U (en) | Prefabricated box culvert mould | |
| CN217480802U (en) | A template for concrete placement of assembled beam column node | |
| CN216893447U (en) | Hidden back edge non-dismantling formwork for forming reinforced concrete member | |
| CN214871425U (en) | Concrete prefabricated part mould with three-dimensional positioning slurry leakage prevention plate | |
| CN210850736U (en) | Adjustable mould of prefabricated post | |
| CN114856060A (en) | Connecting device and method for assembled floor slab | |
| CN114197856A (en) | Hidden back edge dismantling-free template for forming reinforced concrete member and construction process | |
| CN220219027U (en) | Novel assembled concrete inner wall sets up mould | |
| CN214402363U (en) | Hollow floor dry-type connecting system | |
| CN221736519U (en) | Prefabricated pier stud integral cup opening template | |
| CN221001518U (en) | Assembled transformer substation shear wall structure | |
| CN221523798U (en) | Casting template for core area of beam column node of assembled frame structure | |
| CN217621220U (en) | Prefabricated mould of formwork-supporting-free frame column U-shaped concrete prefabricated block in house construction engineering | |
| CN217128492U (en) | Floor post-cast strip bearing structure | |
| CN220840742U (en) | Pouring die for beam-slab integrated prefabricated component | |
| CN220080784U (en) | Assembled building templates | |
| CN217434607U (en) | Assembling die of usefulness is pour to prefabricated post | |
| CN215434195U (en) | Adjustable integral type bay window die | |
| CN216516877U (en) | Circular concrete post-cast strip structure | |
| CN221143558U (en) | Combined template for size adjustment of concrete member |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |