CN216276384U - Assembled beam slab integrated configuration - Google Patents
Assembled beam slab integrated configuration Download PDFInfo
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- CN216276384U CN216276384U CN202122425845.3U CN202122425845U CN216276384U CN 216276384 U CN216276384 U CN 216276384U CN 202122425845 U CN202122425845 U CN 202122425845U CN 216276384 U CN216276384 U CN 216276384U
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Abstract
The utility model discloses an assembled beam-slab combined structure, which relates to the technical field of beam slabs and comprises a beam-slab outer formwork, wherein the beam-slab outer formwork is formed by mutually combining a plurality of groups of prefabricated slabs, and a concrete pouring groove is formed in the beam-slab outer formwork. According to the utility model, the first built-in inclined plate and the second built-in inclined plate are arranged in the concrete pouring groove, the first built-in connecting plate and the second built-in connecting plate are arranged on the tops of the first built-in inclined plate and the second built-in inclined plate in a criss-cross mode, the first built-in inclined plate, the second built-in inclined plate, the first built-in connecting plate and the second built-in connecting plate form a built-in part during beam slab pouring, the inclined plates replace the traditional steel bar built-in part, the whole bearing capacity is higher than that of steel bars, the whole stability and the connection performance are higher after the beam slab pouring is finished, the built-in part is uniformly inclined, the inclined plates which are inclined are more suitable for the fluidity of poured concrete, and the problem that gaps exist in the inclined plates during concrete pouring is effectively avoided.
Description
Technical Field
The utility model relates to the technical field of beam plates, in particular to an assembly type beam plate combined structure.
Background
The beam plate is the combination of interacting beam and plate in the floor, the reinforced concrete cast-in-place beam plate system is the floor form with the most use and the widest application range at present, the safety and the economy of the system have great influence on the building, and the beam and the plate in the whole cast floor are the interacting whole body, are closely connected with each other, and are stressed and deformed together.
Assembly type beam slab often all carries out ligature each other through multiunit vertically and horizontally staggered's reinforcing bar before pouring among the prior art, but uses the reinforcing bar as beam slab built-in member, and the reinforcing bar is because self possesses certain elasticity, and after long-term the use, the reinforcing bar worsens to the support effect of beam slab gradually, can influence the holistic stability of building body even.
SUMMERY OF THE UTILITY MODEL
Based on the above, the utility model aims to provide an assembly type beam-slab combined structure, so as to solve the technical problems that in the prior art, reinforcing steel bars serve as beam-slab built-in parts, and the supporting effect of the reinforcing steel bars on a beam slab is gradually deteriorated after the reinforcing steel bars are used for a long time due to certain elasticity of the reinforcing steel bars, and even the overall stability of a building body is affected.
In order to achieve the purpose, the utility model provides the following technical scheme: an assembled beam-slab combined structure comprises a beam-slab outer formwork, wherein the beam-slab outer formwork is formed by mutually combining a plurality of groups of prefabricated slabs, and a concrete pouring groove is formed in the beam-slab outer formwork;
the concrete pouring groove is characterized in that first built-in inclined plates penetrating through two sides of the beam plate outer formwork are arranged on two sides of the concrete pouring groove, second built-in inclined plates penetrating through the beam plate outer formwork and the first built-in inclined plates are arranged at two ends of the concrete pouring groove, two sides of the tops of the first built-in inclined plates and the second built-in inclined plates are connected with first built-in connecting plates in a clamping mode at positions inside the concrete pouring groove, two ends of the tops of the first built-in inclined plates and the second built-in inclined plates are connected with second built-in connecting plates in a clamping mode at positions inside the concrete pouring groove, and the second built-in connecting plates are connected with the first built-in connecting plates in a clamping mode.
By adopting the technical scheme, the first built-in inclined plates are arranged on two sides in the concrete pouring groove, the second built-in inclined plates penetrating through the first built-in inclined plates are arranged on two ends in the concrete pouring groove, the first built-in connecting plates and the second built-in connecting plates are arranged on the tops of the first built-in inclined plates and the second built-in inclined plates in a criss-cross mode, and the second built-in connecting plates are all inserted into the first built-in connecting plates, so that the first built-in inclined plates, the second built-in inclined plates, the first built-in connecting plates and the second built-in connecting plates form built-in parts during beam plate pouring, the inclined plates replace the existing traditional steel bar built-in parts, the whole bearing capacity is larger than that of a steel bar, the whole stability and the connectivity are higher after the beam plate is poured, the built-in parts are uniformly inclined, and the inclined plates are more suitable for the flowability of poured concrete, the problem that a gap exists inside the concrete pouring box when the concrete is poured is effectively avoided.
The utility model is further provided that two ends of the interior of the first built-in inclined plate are both provided with jacks matched with the second built-in inclined plate, and two ends of the interior of the first built-in connecting plate are both provided with slots matched with the second built-in connecting plate.
Through adopting above-mentioned technical scheme, the jack plays the fixed limiting displacement to between first built-in swash plate and the built-in swash plate of second, and the slot plays the fixed limiting displacement to between first built-in connecting plate and the built-in connecting plate of second.
The utility model is further set that both ends of the beam plate outer template are provided with first matching holes matched with the first built-in inclined plates, and both sides of the beam plate outer template are provided with second matching holes matched with the second built-in inclined plates.
Through adopting above-mentioned technical scheme, first mating holes play the support block effect between first built-in swash plate and the roof beam board exterior sheathing, and the second mating holes plays the support block effect between second built-in swash plate and the roof beam board exterior sheathing.
The utility model is further arranged in such a way that first clamping grooves matched with the first built-in connecting plates are formed in the two sides of the beam plate outer template and positioned on the inner sides of the first matching holes, and second clamping grooves matched with the second built-in connecting plates are formed in the two ends of the beam plate outer template and positioned on the inner ends of the second matching holes.
Through adopting above-mentioned technical scheme, first block groove, second block groove play the block supporting role between first built-in connecting plate, the built-in connecting plate of second and the roof beam board exterior sheathing.
In summary, the utility model mainly has the following beneficial effects: the utility model has the advantages that the first built-in inclined plates are arranged on two sides in the concrete pouring groove, the second built-in inclined plates penetrating through the first built-in inclined plates are arranged on two ends in the concrete pouring groove, the first built-in connecting plates and the second built-in connecting plates are arranged on the tops of the first built-in inclined plates and the second built-in inclined plates in a criss-cross manner, and the second built-in connecting plates are all inserted into the first built-in connecting plates, so that the first built-in inclined plates, the second built-in inclined plates, the first built-in connecting plates and the second built-in connecting plates form built-in parts during beam slab pouring, the inclined plates replace the traditional steel bar built-in parts, the whole body has larger bearing capacity than that of a steel bar, the whole body has higher stability and higher connectivity after the beam slab pouring is finished, the built-in parts are uniformly inclined, and the inclined plates are more suitable for the fluidity of poured concrete, the problem that a gap exists inside the concrete pouring box when the concrete is poured is effectively avoided.
Drawings
FIG. 1 is an exploded view of the present invention;
FIG. 2 is an enlarged view taken at A of FIG. 1 in accordance with the present invention;
FIG. 3 is a partial exploded view of the present invention;
fig. 4 is a schematic structural diagram of the whole of the present invention.
In the figure: 1. a beam plate outer formwork; 2. pouring concrete into a groove; 3. a first built-in swash plate; 4. a second built-in inclined plate; 5. a first built-in connection plate; 6. a second built-in connection plate; 7. a jack; 8. a first mating hole; 9. a second mating hole; 10. a slot; 11. a first engaging groove; 12. a second engaging groove.
Detailed Description
The technical solution in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. The embodiments described below with reference to the accompanying drawings are illustrative only for the purpose of explaining the present invention, and are not to be construed as limiting the present invention.
The following describes an embodiment of the present invention based on its overall structure.
An assembled beam-slab composite structure is shown in fig. 1, 2, 3 and 4, and comprises a beam-slab outer formwork 1, wherein the beam-slab outer formwork 1 is formed by mutually combining a plurality of groups of precast slabs, and a concrete pouring groove 2 is formed inside the beam-slab outer formwork 1;
the concrete pouring groove 2 is internally provided with first built-in inclined plates 3 which penetrate through two sides of the beam plate outer formwork 1 at two sides, the concrete pouring groove 2 is internally provided with second built-in inclined plates 4 which penetrate through the beam plate outer formwork 1 and the first built-in inclined plates 3 at two ends, the first built-in inclined plates 5 are clamped and connected at two sides of the tops of the first built-in inclined plates 3 and the second built-in inclined plates 4 and positions inside the concrete pouring groove 2, the second built-in connecting plates 6 are clamped and connected at two ends of the tops of the first built-in inclined plates 3 and the second built-in inclined plates 4 and positions inside the concrete pouring groove 2, the first built-in inclined plates 3, the second built-in inclined plates 4, the first built-in connecting plates 5 and the second built-in connecting plates 6 form built-in parts during beam plate pouring, the existing traditional built-in reinforcing steel bars are replaced by the inclined plates, the whole bearing capacity of the reinforcing steel bars is larger, and the whole stability and the connectivity are higher after the beam plate is poured, and the built-in piece is evenly obliquely arranged, the obliquely arranged inclined plate is more suitable for the flowability of the poured concrete, the problems of gaps and cavities in the concrete are effectively solved when the concrete is poured, and the second built-in connecting plate 6 and the first built-in connecting plate 5 are clamped and connected.
Referring to fig. 2 and 3, the first built-in inclined plate 3 has two ends both provided with jacks 7 matched with the second built-in inclined plate 4, and the first built-in connecting plate 5 has two ends both provided with slots 10 matched with the second built-in connecting plate 6.
Referring to fig. 1 and 4, two ends of the beam plate external template 1 are respectively provided with a first matching hole 8 matched with the first internal inclined plate 3, two sides of the beam plate external template 1 are respectively provided with a second matching hole 9 matched with the second internal inclined plate 4, two sides of the beam plate external template 1 and the inner side of the first matching hole 8 are respectively provided with a first clamping groove 11 matched with the first internal connecting plate 5, two ends of the beam plate external template 1 and the inner end of the second matching hole 9 are respectively provided with a second clamping groove 12 matched with the second internal connecting plate 6 And the second built-in connecting plate 6 and the beam plate outer formwork 1 are clamped and supported.
The working principle of the utility model is as follows: when the beam slab outer formwork is used, the whole beam slab outer formwork 1 is assembled and combined with each other through an external prefabricated slab to form a concrete pouring groove 2 inside the beam slab outer formwork;
the concrete pouring device is characterized in that first built-in inclined plates 3 are arranged on two sides in a concrete pouring groove 2, second built-in inclined plates 4 penetrating through the first built-in inclined plates 3 are arranged on two ends in the concrete pouring groove 2, first built-in connecting plates 5 and second built-in connecting plates 6 are arranged on the tops of the first built-in inclined plates 3 and the second built-in inclined plates 4 in a criss-cross mode, and the second built-in connecting plates 6 are inserted into the first built-in connecting plates 5;
as can be seen from the above, the first built-in inclined plate 3, the second built-in inclined plate 4, the first built-in connecting plate 5 and the second built-in connecting plate 6 form a built-in part when the beam slab is poured, the existing traditional steel bar built-in part is replaced by the inclined plates, the whole bearing capacity of the beam slab is larger than that of the steel bar, the whole stability and the connectivity of the beam slab after pouring are higher, the built-in parts are uniformly inclined, the inclined plates which are inclined are more suitable for the fluidity of poured concrete, and the problems that gaps and cavities exist in the beam slab during pouring concrete are effectively avoided;
furthermore, the first built-in inclined plate 3, the second built-in inclined plate 4, the first built-in connecting plate 5 and the second built-in connecting plate 6 are connected only through mutual insertion and clamping, and are matched with the adhesiveness of concrete after solidification, workers do not need to fix a plurality of groups of inclined plates in an external welding or steel wire binding mode, the labor intensity of the workers is saved integrally, the working efficiency is improved, and the assembly and the combination are simple and convenient;
still further, after the concrete beam slab is completely solidified and stabilized, the beam slab outer formwork 1 is sequentially disassembled and taken down, and the first matching holes 8, the first built-in inclined plates 3, the second matching holes 9, the second built-in inclined plates 4, the first clamping grooves 11, the first built-in connecting plates 5, the second clamping grooves 12 and the second built-in connecting plates 6 are uniformly detachably connected in a clamping manner.
Although embodiments of the present invention have been shown and described, the present embodiments are merely illustrative of the present invention and are not intended to limit the present invention, and the described specific features, structures, materials or characteristics may be combined in any suitable manner in any one or more embodiments or examples, and those skilled in the art can make modifications, substitutions, variations, etc. of the embodiments as required without departing from the principle and spirit of the present invention, but within the scope of the claims of the present invention.
Claims (4)
1. The utility model provides an assembled beam slab integrated configuration, includes beam slab exterior sheathing (1), and beam slab exterior sheathing (1) is formed its characterized in that by the mutual combination of multiunit prefabricated plate: a concrete pouring groove (2) is formed in the beam plate outer formwork (1);
the concrete pouring groove is characterized in that first built-in inclined plates (3) penetrating through two sides of a beam plate outer formwork (1) are arranged on two sides of the interior of the concrete pouring groove (2), second built-in inclined plates (4) penetrating through the beam plate outer formwork (1) and the first built-in inclined plates (3) are arranged at two ends of the interior of the concrete pouring groove (2), first built-in connecting plates (5) are connected to the two sides of the tops of the first built-in inclined plates (3) and the two sides of the tops of the second built-in inclined plates (4) in a clamping mode and located in the interior of the concrete pouring groove (2), second built-in connecting plates (6) are connected to the two ends of the tops of the first built-in inclined plates (3) and the two ends of the tops of the second built-in inclined plates (4) in a clamping mode and located in the interior of the concrete pouring groove (2), and the second built-in connecting plates (6) are connected to the first built-in connecting plates (5) in a clamping mode.
2. The assembled beam and slab composite structure of claim 1, wherein: the inner two ends of the first built-in inclined plate (3) are provided with jacks (7) matched with the second built-in inclined plate (4), and the inner two ends of the first built-in connecting plate (5) are provided with slots (10) matched with the second built-in connecting plate (6).
3. The assembled beam and slab composite structure of claim 1, wherein: the beam plate outer formwork (1) is provided with first matching holes (8) matched with the first built-in inclined plates (3) at two ends, and second matching holes (9) matched with the second built-in inclined plates (4) are formed in two sides of the beam plate outer formwork (1).
4. The assembled beam and slab composite structure of claim 3, wherein: the beam plate outer formwork is characterized in that first clamping grooves (11) matched with the first built-in connecting plates (5) are formed in the inner sides, located in the first matching holes (8), of the two sides of the beam plate outer formwork (1), and second clamping grooves (12) matched with the second built-in connecting plates (6) are formed in the inner ends, located in the second matching holes (9), of the two ends of the beam plate outer formwork (1).
Priority Applications (1)
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CN202122425845.3U CN216276384U (en) | 2021-10-09 | 2021-10-09 | Assembled beam slab integrated configuration |
Applications Claiming Priority (1)
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CN202122425845.3U CN216276384U (en) | 2021-10-09 | 2021-10-09 | Assembled beam slab integrated configuration |
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CN216276384U true CN216276384U (en) | 2022-04-12 |
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CN202122425845.3U Active CN216276384U (en) | 2021-10-09 | 2021-10-09 | Assembled beam slab integrated configuration |
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2021
- 2021-10-09 CN CN202122425845.3U patent/CN216276384U/en active Active
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