CN213448927U - Cast-in-place crossbeam component of interlock formula superimposed sheet, pour mould - Google Patents
Cast-in-place crossbeam component of interlock formula superimposed sheet, pour mould Download PDFInfo
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- CN213448927U CN213448927U CN202020553405.9U CN202020553405U CN213448927U CN 213448927 U CN213448927 U CN 213448927U CN 202020553405 U CN202020553405 U CN 202020553405U CN 213448927 U CN213448927 U CN 213448927U
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- cast
- place
- prefabricated composite
- composite slab
- superimposed sheet
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- 239000002131 composite material Substances 0.000 claims abstract description 30
- 238000011065 in-situ storage Methods 0.000 claims abstract description 5
- 238000007789 sealing Methods 0.000 claims abstract description 4
- 238000005266 casting Methods 0.000 claims description 11
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 239000002390 adhesive tape Substances 0.000 claims description 3
- 239000007788 liquid Substances 0.000 abstract description 6
- 230000000694 effects Effects 0.000 description 3
- 238000009415 formwork Methods 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 1
- 238000009955 starching Methods 0.000 description 1
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Abstract
The utility model relates to the technical field of building and pouring molds, in particular to a cast-in-place beam component and a pouring mold of an occlusion type composite slab, which comprises a beam pouring groove, wherein the beam pouring groove comprises a cast-in-place beam bottom mold, two additional side templates and two cast-in-place beam side molds, the two cast-in-place beam side molds are arranged above the cast-in-place beam bottom mold at intervals, and the two additional side templates are respectively and fixedly connected with the outer sides of the two cast-in-place beam side molds; the prefabricated composite slab comprises an external prefabricated composite slab, a supporting beam, a breakable connecting assembly and an auxiliary edge template, wherein the supporting beam is used for being erected above staggered notches of the external prefabricated composite slab; and a sealing gasket is arranged on the upper surface of the cast-in-situ beam side mold. The utility model discloses a cast-in-place crossbeam component of interlock formula superimposed sheet, pour the mould, can avoid appearing the phenomenon that seam crossing leaks thick liquid when pouring.
Description
Technical Field
The utility model relates to a building and pouring mould technical field especially relates to cast-in-place crossbeam component of interlock formula superimposed sheet, pouring mould.
Background
The prefabricated composite slab is used for pouring and forming an assembled building, a beam is usually cast in place and is usually poured and formed below the joint of two adjacent prefabricated composite slabs, in the prior art, a beam pouring groove is usually erected below the joint through a support, but in the pouring and tamping process, the prefabricated composite slab is usually subjected to the buoyancy effect of concrete and dislocated with the beam pouring groove, so that the slurry leakage phenomenon at the joint is caused. Especially, the existing first prefabricated laminated slab provided with the staggered notches is easy to cause the phenomenon of slurry leakage at the seams.
Therefore, it is necessary to provide a cast-in-place beam member and a casting mold for a snap-in composite slab to solve the above problems.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a cast-in-place crossbeam component of interlock formula superimposed sheet, pour the mould to prior art's not enough, seam crossing does not leak thick liquid when pouring.
In order to realize the purpose, the occlusion type laminated slab cast-in-place crossbeam member comprises two prefabricated laminated slabs which are arranged at intervals, wherein staggered notches are formed in the edges of the prefabricated laminated slabs; also comprises a cast-in-place body, the cast-in-place body comprises a beam part, a joint part and a notch part, the beam part is positioned below the prefabricated composite slab, the joint part is positioned between two prefabricated composite slabs which are arranged at intervals, the notch part is embedded in the staggered notch,
also comprises a connecting screw rod.
In order to achieve the purpose, the cast-in-place beam member casting mold for the occlusion type composite slab comprises a beam casting groove, wherein the beam casting groove comprises a cast-in-place beam bottom mold, two additional side templates and two cast-in-place beam side molds;
the connecting device comprises a detachable screw rod, a connecting screw rod, a reinforcing nut and a long rod nut, wherein the reinforcing nut is connected with the upper end of the detachable screw rod through threads and is arranged above the supporting cross beam; and a sealing gasket is arranged on the upper surface of the cast-in-situ beam side mold.
Further, the disconnectable connecting assembly is provided with a plurality of groups.
Furthermore, the upper surface of the cast-in-place beam side mold is provided with a double faced adhesive tape used for being bonded with the lower surface of the prefabricated composite slab.
Further, the lower end face of the long rod nut is welded on the upper surface of the additional side formwork.
The utility model has the advantages that: the utility model discloses a cast-in-place crossbeam component of interlock formula superimposed sheet, pour the mould, can break the connecting assembly and can pour the groove with the crossbeam and hug closely in prefabricated superimposed sheet below to avoid prefabricated superimposed sheet to receive the buoyancy of concrete to pour the groove with the crossbeam and take place the dislocation, avoid appearing the phenomenon that seam crossing leaks thick liquid.
Drawings
Fig. 1 is a schematic cross-sectional structural view of the present invention.
Fig. 2 is a schematic longitudinal sectional view of the present invention.
Fig. 3 is a schematic top view of the present invention.
The reference numerals include:
1-Beam pouring groove
11-cast-in-place beam side die 12-cast-in-place beam bottom die 13-additional side die plate
2-prefabricated laminated slab 3-staggered notch
4-supporting beam
5-disconnectable connecting assembly
51-detachable screw 52-reinforced nut 53-long rod nut 54-connecting screw.
Detailed Description
The present invention will be described in detail with reference to the accompanying drawings.
As shown in fig. 1, 2 and 3, the cast-in-place beam member of the occlusion type composite slab of the present invention comprises two prefabricated composite slabs 2 arranged at intervals, wherein the edges of the prefabricated composite slabs 2 are provided with staggered notches 3; also comprises a cast-in-place body, the cast-in-place body comprises a beam part, a joint part and a notch part, the beam part is positioned below the prefabricated composite slab 2, the joint part is positioned between two prefabricated composite slabs 2 which are arranged at intervals, the notch part is embedded in the staggered notch 3,
the connecting screw rod 54 is positioned in the groove opening part, and the long rod nut 53 is positioned at the lower end part of the connecting screw rod 54 and is positioned at the groove opening part. The utility model discloses a cast-in-place crossbeam component of interlock formula superimposed sheet when pouring the shaping, easily pours the crossbeam groove 1 and prefabricated superimposed sheet 2 is fixed to avoid prefabricated superimposed sheet 2 to receive the buoyancy of concrete to pour groove 1 with the crossbeam and take place the dislocation, avoid appearing the phenomenon that seam crossing leaks thick liquid.
As shown in fig. 1, 2 and 3, the cast-in-place beam member casting mold of the occlusal superimposed sheet of the present invention comprises a beam casting groove 1, wherein the beam casting groove 1 comprises a cast-in-place beam bottom mold 12, two additional side templates 13 and two cast-in-place beam side molds 11, the two cast-in-place beam side molds 11 are arranged above the cast-in-place beam bottom mold 12 at intervals, and the two additional side templates 13 are respectively fixedly connected to the outer sides of the two cast-in-place beam side molds 11; the prefabricated composite slab comprises a prefabricated composite slab 2, and is characterized by further comprising a breakable connecting assembly 5 and a supporting cross beam 4 erected above the staggered notches 3 of the external prefabricated composite slab 2, wherein the breakable connecting assembly 5 comprises a detachable screw 51, a connecting screw 54, a reinforcing nut 52 and a long rod nut 53, the reinforcing nut 52 is in threaded connection with the upper end of the detachable screw 51 and is arranged above the supporting cross beam 4, the lower end of the detachable screw 51 is connected with one end of the long rod nut 53, the upper end of the connecting screw 54 is connected with the other end of the long rod nut 53, and the connecting screw 54 is connected with an additional side template 13; and a sealing gasket is arranged on the upper surface of the cast-in-situ beam side mold 11.
The utility model discloses a cast-in-place crossbeam component of interlock formula superimposed sheet pours mould for arrange two adjacent prefabricated superimposed sheets 2 below in and pour the cast-in-place roof beam of shaping, can break connecting assembly 5 and can pour groove 1 with the crossbeam and hug closely in prefabricated superimposed sheet 2 below, thereby avoid prefabricated superimposed sheet 2 to receive the buoyancy of concrete to pour groove 1 with the crossbeam and take place the dislocation, avoid appearing the phenomenon that seam crossing leaks starching.
Further, the disconnectable connection assembly 5 is provided with a plurality of sets. The utility model discloses a cast-in-place crossbeam component of interlock formula superimposed sheet pours the mould, can avoid prefabricated superimposed sheet 2 to receive the buoyancy effect of concrete and crossbeam to pour groove 1 and take place the dislocation, avoids appearing the phenomenon that seam crossing leaks thick liquid.
Further, the upper surface of the cast-in-place beam side mold 11 is provided with a double faced adhesive tape for adhering to the lower surface of the prefabricated composite slab 2. The utility model discloses a cast-in-place crossbeam component of interlock formula superimposed sheet pours the mould, further avoids prefabricated superimposed sheet 2 to receive the buoyancy effect of concrete and crossbeam to pour groove 1 and take place the dislocation, avoids appearing the phenomenon that seam crossing leaks thick liquid.
Further, the lower end surface of the long rod nut 53 is welded to the upper surface of the additional side formwork 13. The utility model discloses a cast-in-place crossbeam component of interlock formula superimposed sheet pours the mould, easily equipment.
In conclusion, the present invention has the above-mentioned excellent characteristics, so that it can be used to enhance the effectiveness of the prior art and has practicability, and thus it is a product with practical value.
The above description is only for the preferred embodiment of the present invention, and for those skilled in the art, there are variations on the detailed description and the application scope according to the idea of the present invention, and the content of the description should not be construed as a limitation to the present invention.
Claims (5)
1. Cast-in-place crossbeam component of interlock formula superimposed sheet, its characterized in that: the prefabricated composite slab comprises two prefabricated composite slabs which are arranged at intervals, wherein staggered notches are formed in the edges of the prefabricated composite slabs; also comprises a cast-in-place body, the cast-in-place body comprises a beam part, a joint part and a notch part, the beam part is positioned below the prefabricated composite slab, the joint part is positioned between two prefabricated composite slabs which are arranged at intervals, the notch part is embedded in the staggered notch,
the connecting screw rod is positioned in the notch part, and the long rod nut is positioned at the lower end part of the connecting screw rod and is positioned in the notch part.
2. Cast-in-place crossbeam component of interlock formula superimposed sheet pours mould, its characterized in that: the beam casting groove comprises a cast-in-place beam bottom die, two additional side templates and two cast-in-place beam side dies, wherein the two cast-in-place beam side dies are arranged above the cast-in-place beam bottom die at intervals, and the two additional side templates are respectively and fixedly connected to the outer sides of the two cast-in-place beam side dies;
the prefabricated composite slab comprises an external prefabricated composite slab, and is characterized by also comprising a breakable connecting assembly and a supporting beam, wherein the supporting beam is used for being erected above staggered notches of the external prefabricated composite slab, the breakable connecting assembly comprises a detachable screw rod, a connecting screw rod, a reinforcing nut and a long rod nut, the reinforcing nut is in threaded connection with the upper end part of the detachable screw rod and is arranged above the supporting beam, the lower end part of the detachable screw rod is connected with one end of the long rod nut, the upper end part of the connecting screw rod is connected with the other end of the long rod nut, and the connecting screw rod is connected with; and a sealing gasket is arranged on the upper surface of the cast-in-situ beam side mold.
3. The cast-in-place beam member casting mold for the bite-type superimposed sheet according to claim 2, wherein: the breakable connecting component is provided with a plurality of groups.
4. The cast-in-place beam member casting mold for the bite-type superimposed sheet according to claim 2, wherein: and the upper surface of the cast-in-situ beam side mold is provided with a double faced adhesive tape used for being adhered to the lower surface of the prefabricated composite slab.
5. The cast-in-place beam member casting mold for the bite-type superimposed sheet according to claim 2, wherein: the lower end face of the long rod nut is welded on the upper surface of the additional side template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020553405.9U CN213448927U (en) | 2020-04-15 | 2020-04-15 | Cast-in-place crossbeam component of interlock formula superimposed sheet, pour mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020553405.9U CN213448927U (en) | 2020-04-15 | 2020-04-15 | Cast-in-place crossbeam component of interlock formula superimposed sheet, pour mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213448927U true CN213448927U (en) | 2021-06-15 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202020553405.9U Active CN213448927U (en) | 2020-04-15 | 2020-04-15 | Cast-in-place crossbeam component of interlock formula superimposed sheet, pour mould |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111502040A (en) * | 2020-04-15 | 2020-08-07 | 广西建工集团第五建筑工程有限责任公司 | Occlusion type laminated slab cast-in-place crossbeam member, casting mold and construction method thereof |
| CN115198902A (en) * | 2022-07-12 | 2022-10-18 | 福建九鼎建设集团有限公司 | Concrete expansion joint structure and construction method thereof |
-
2020
- 2020-04-15 CN CN202020553405.9U patent/CN213448927U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111502040A (en) * | 2020-04-15 | 2020-08-07 | 广西建工集团第五建筑工程有限责任公司 | Occlusion type laminated slab cast-in-place crossbeam member, casting mold and construction method thereof |
| CN115198902A (en) * | 2022-07-12 | 2022-10-18 | 福建九鼎建设集团有限公司 | Concrete expansion joint structure and construction method thereof |
| CN115198902B (en) * | 2022-07-12 | 2023-09-08 | 福建九鼎建设集团有限公司 | Concrete expansion joint structure and construction method thereof |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: No. 167, Donghuan Avenue, Liuzhou City, Guangxi Zhuang Autonomous Region Patentee after: Guangxi construction engineering Fifth Construction Engineering Group Co.,Ltd. Address before: 545006 No. 167, east ring Avenue, Liuzhou City, Liuzhou City, Guangxi Zhuang Autonomous Region Patentee before: THE FIFTH CONSTRUCTION ENGINEERING COMPANY OF GUANGXI CONSTRUCTION ENGINEERING Group |
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| CP03 | Change of name, title or address | ||
| PP01 | Preservation of patent right |
Effective date of registration: 20240314 Granted publication date: 20210615 |
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| PP01 | Preservation of patent right |