CN215977854U - Anti-seismic splicing structure of light precast concrete wallboard - Google Patents
Anti-seismic splicing structure of light precast concrete wallboard Download PDFInfo
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- CN215977854U CN215977854U CN202121942674.5U CN202121942674U CN215977854U CN 215977854 U CN215977854 U CN 215977854U CN 202121942674 U CN202121942674 U CN 202121942674U CN 215977854 U CN215977854 U CN 215977854U
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Abstract
The utility model discloses an anti-seismic splicing structure of a light precast concrete wallboard, relates to the technical field of light precast concrete wallboard construction, and aims to solve the problem that structural members used by the existing light precast concrete wallboard during splicing and assembling are poor in anti-seismic performance. The inside of light precast concrete wallboard is provided with inside lining reinforcing bar, adjacent two be provided with the concatenation backup pad between the light precast concrete wallboard, the upper end of concatenation backup pad is provided with two cover and connects the ring, the lower extreme of concatenation backup pad is provided with connects the footstock, the lower extreme of connecting the footstock is provided with the arch spandrel girder, the lower extreme of arch spandrel girder is provided with four and supports the member, four the lower extreme of supporting the member is provided with integrated into one piece seat, the lower extreme of integrated into one piece seat is provided with supports even seat, the lower extreme of supporting even seat is provided with the connection bedplate.
Description
Technical Field
The utility model relates to the technical field of light precast concrete wallboard construction, in particular to an anti-seismic splicing structure of a light precast concrete wallboard.
Background
The light precast concrete wallboard is a reinforced concrete plate type member for building assembly, referred to as wallboard or wallboard for short, which is processed and manufactured in a prefabrication plant or a construction site, the prefabricated concrete wallboard is adopted to build an assembly type large-board building, the industrialized and mechanized construction degree can be improved, the field wet operation is reduced, the field labor is saved, the seasonal influence is overcome, the building construction period is shortened, the light precast concrete wallboard is divided into an inner wallboard and an outer wallboard according to the using function, the inner wallboard has the sound insulation and fire prevention function, the outer wallboard has the sound insulation and fire prevention function, also has the functions of heat insulation, heat preservation, seepage resistance, freeze thawing resistance, carbonization resistance and the like and meets the requirement of building art decoration, and the light precast concrete wallboard needs to be spliced and assembled between two adjacent wallboards during construction.
The anti-seismic performance of structural members used when the existing light precast concrete wallboard is spliced and assembled is poor, and the use stability of the light precast concrete wallboard is influenced, so that the anti-seismic splicing structure of the light precast concrete wallboard is provided.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide an anti-seismic splicing structure of a light precast concrete wallboard, which aims to solve the problem that structural members used for splicing and assembling the existing light precast concrete wallboard in the background technology are poor in anti-seismic performance.
In order to achieve the purpose, the utility model provides the following technical scheme: the utility model provides an antidetonation mosaic structure of light precast concrete wallboard, includes light precast concrete wallboard, the inside of light precast concrete wallboard is provided with inside lining reinforcing bar, adjacent two be provided with the concatenation backup pad between the light precast concrete wallboard, the upper end of concatenation backup pad is provided with two cover and connects the ring, the lower extreme of concatenation backup pad is provided with connects the footstock, the lower extreme of connecting the footstock is provided with the arch spandrel girder, the lower extreme of arch spandrel girder is provided with four and supports the member, four the lower extreme of supporting the member is provided with integrated into one piece seat, the lower extreme of integrated into one piece seat is provided with supports even seat, the lower extreme of supporting even seat is provided with the connection seat board.
Preferably, an arch-shaped connecting seat is arranged at the connecting position of the lower end of the arch-shaped bearing beam and the support rod piece, and the arch-shaped connecting seat, the support rod piece and the arch-shaped bearing beam are integrally formed.
Preferably, the lower extreme of concatenation backup pad is provided with the lantern ring joint chair, and lantern ring joint chair and concatenation backup pad integrated into one piece set up, lantern ring joint chair and concatenation backup pad welded connection.
Preferably, the lower extreme of connecting the footstock is provided with the base of bordering on, and borders on the base and is connected footstock integrated into one piece setting, the base of bordering on with connect the footstock respectively with arch spandrel girder and concatenation backup pad welded connection.
Preferably, the splicing support plate is connected with the lining reinforcing steel bars on the light precast concrete wallboard in a sleeved mode through the sleeving ring, and the caliber of the sleeving ring is equal to the diameter of the lining reinforcing steel bars.
Preferably, the inside of connecting the bedplate is provided with four expansion bolts mounting holes, and expansion bolts mounting hole and connecting the bedplate integrated into one piece set up.
Compared with the prior art, the utility model has the beneficial effects that:
1. after the splicing and assembling are finished, the anti-seismic splicing structure is in supporting connection with the mounting surface of the wallboard through the inner arched bearing beam and the supporting rod piece, so that the aim of improving the anti-seismic performance of the splicing position is fulfilled, and the problem of poor anti-seismic performance of structural members used when the existing light precast concrete wallboard is spliced and assembled is solved.
2. The two light precast concrete wallboards are correspondingly spliced, and the anti-seismic splicing structure is installed on the two light precast concrete wallboards needing to be spliced through the connection of the two sleeving rings and the lining reinforcing steel bars, so that the splicing supporting plate is supported at the lower ends of the two light precast concrete wallboards, and the anti-seismic splicing structure is convenient to install.
Drawings
FIG. 1 is a schematic view of the splicing structure of the lightweight precast concrete wall panel according to the present invention;
FIG. 2 is a schematic view of the overall structure of the seismic splice structure of the present invention;
FIG. 3 is a schematic structural view of the upper end of the support rod of the present invention;
in the figure: 1. light precast concrete wall panels; 2. splicing the supporting plates; 3. lining reinforcing steel bars; 4. a sleeving connection ring; 5. supporting the rod member; 6. integrally forming a base; 7. a support connecting seat; 8. connecting the seat plate; 9. an expansion bolt mounting hole; 10. a lantern ring connecting seat; 11. an arched connection seat; 12. an arched spandrel girder; 13. connecting the top seat; 14. and (5) bordering the base.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments.
Referring to fig. 1-3, an embodiment of the present invention is shown: the utility model provides an antidetonation mosaic structure of light precast concrete wallboard, including light precast concrete wallboard 1, the inside of light precast concrete wallboard 1 is provided with inside lining reinforcing bar 3, be provided with concatenation backup pad 2 between two adjacent light precast concrete wallboards 1, the upper end of concatenation backup pad 2 is provided with two cover and connects ring 4, the lower extreme of concatenation backup pad 2 is provided with connects footstock 13, the lower extreme of connecting footstock 13 is provided with arch spandrel girder 12, the lower extreme of arch spandrel girder 12 is provided with four and supports member 5, the lower extreme of four support members 5 is provided with integrated into one piece seat 6, the lower extreme of integrated into one piece seat 6 is provided with supports even seat 7, the lower extreme of supporting even seat 7 is provided with connection base plate 8.
Further, an arch-shaped connecting seat 11 is arranged at the connecting position of the lower end of the arch-shaped bearing beam 12 and the support rod member 5, the arch-shaped connecting seat 11, the support rod member 5 and the arch-shaped bearing beam 12 are integrally formed, and the arch-shaped connecting seat 11 arranged at the connecting position of the lower end of the arch-shaped bearing beam 12 and the support rod member 5 plays a role in connecting the arch-shaped bearing beam 12 and the support rod member 5.
Further, the lower extreme of concatenation backup pad 2 is provided with lantern ring joint seat 10, and lantern ring joint seat 10 sets up with concatenation backup pad 2 integrated into one piece, lantern ring joint seat 10 and 2 welded connection of concatenation backup pad, and lantern ring joint seat 10 that the lower extreme of concatenation backup pad 2 set up plays the effect of supporting cup joint ring 4 for cup joint ring 4 is connected with the support of concatenation backup pad 2 integral type.
Further, the lower end of the connection top seat 13 is provided with a soil base 14, the soil base 14 and the connection top seat 13 are integrally formed, the soil base 14 and the connection top seat 13 are respectively connected with the arched bearing beam 12 and the splicing support plate 2 in a welding mode, and the soil base 14 arranged at the lower end of the connection top seat 13 plays a role in connecting the arched bearing beam 12 and the connection top seat 13.
Further, concatenation backup pad 2 cup joints through the inside lining reinforcing bar 3 that cup joints on ring 4 and the light precast concrete wallboard 1 and is connected, and cup joints the bore of ring 4 and equals with inside lining reinforcing bar 3's diameter, thereby concatenation backup pad 2 cup joints through the inside lining reinforcing bar 3 that cup joints on ring 4 and the light precast concrete wallboard 1 and is connected the effect of the concatenation structure installation of being convenient for antidetonation.
Further, the inside of connecting bedplate 8 is provided with four expansion bolts mounting hole 9, and expansion bolts mounting hole 9 sets up with connecting bedplate 8 integrated into one piece, and four expansion bolts mounting hole 9 that the inside of connecting bedplate 8 set up play the effect of being convenient for install expansion bolts.
The working principle is as follows: correspond concatenation with two light precast concrete wallboard 1, then install two light precast concrete wallboard 1 that need splice with antidetonation mosaic structure through being connected of two cup joints ring 4 and inside lining reinforcing bar 3, make concatenation backup pad 2 support at the lower extreme of two light precast concrete wallboard 1, thereby be convenient for install antidetonation mosaic structure's purpose, after the concatenation equipment, antidetonation mosaic structure supports through the installation face of inside arch spandrel girder 12 and support member 5 and wallboard and is connected, thereby reach the purpose that improves concatenation position antidetonation performance, the work is used in the installation of accomplishing the antidetonation mosaic structure of light precast concrete wallboard.
It will be evident to those skilled in the art that the utility model is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the utility model being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Claims (6)
1. The utility model provides an antidetonation mosaic structure of light precast concrete wallboard, includes light precast concrete wallboard (1), its characterized in that: the inside of light precast concrete wallboard (1) is provided with inside lining reinforcing bar (3), adjacent two be provided with concatenation backup pad (2) between light precast concrete wallboard (1), the upper end of concatenation backup pad (2) is provided with two cover and connects ring (4), the lower extreme of concatenation backup pad (2) is provided with connects footstock (13), the lower extreme of connecting footstock (13) is provided with arch spandrel girder (12), the lower extreme of arch spandrel girder (12) is provided with four and supports member (5), four the lower extreme of supporting member (5) is provided with integrated into one piece seat (6), the lower extreme of integrated into one piece seat (6) is provided with and supports even seat (7), the lower extreme of supporting even seat (7) is provided with and connects bedplate (8).
2. An earthquake-resistant splicing structure of lightweight precast concrete wall panels according to claim 1, wherein: an arch-shaped connecting seat (11) is arranged at the connecting position of the lower end of the arch-shaped bearing beam (12) and the supporting rod piece (5), and the arch-shaped connecting seat (11), the supporting rod piece (5) and the arch-shaped bearing beam (12) are integrally formed.
3. An earthquake-resistant splicing structure of lightweight precast concrete wall panels according to claim 1, wherein: the lower extreme of concatenation backup pad (2) is provided with lantern ring joint seat (10), and lantern ring joint seat (10) and concatenation backup pad (2) integrated into one piece set up, lantern ring joint seat (10) and concatenation backup pad (2) welded connection.
4. An earthquake-resistant splicing structure of lightweight precast concrete wall panels according to claim 1, wherein: the lower extreme of connecting footstock (13) is provided with soil base (14), and soil base (14) and be connected footstock (13) integrated into one piece setting, soil base (14) and be connected footstock (13) respectively with arch spandrel girder (12) and concatenation backup pad (2) welded connection.
5. An earthquake-resistant splicing structure of lightweight precast concrete wall panels according to claim 1, wherein: the splicing support plate (2) is connected with the lining reinforcing steel bars (3) on the light precast concrete wallboard (1) in a sleeved mode through the sleeving ring (4), and the diameter of the sleeving ring (4) is equal to that of the lining reinforcing steel bars (3).
6. An earthquake-resistant splicing structure of lightweight precast concrete wall panels according to claim 1, wherein: the interior of the connecting seat plate (8) is provided with four expansion bolt mounting holes (9), and the expansion bolt mounting holes (9) and the connecting seat plate (8) are integrally formed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121942674.5U CN215977854U (en) | 2021-08-18 | 2021-08-18 | Anti-seismic splicing structure of light precast concrete wallboard |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121942674.5U CN215977854U (en) | 2021-08-18 | 2021-08-18 | Anti-seismic splicing structure of light precast concrete wallboard |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215977854U true CN215977854U (en) | 2022-03-08 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121942674.5U Active CN215977854U (en) | 2021-08-18 | 2021-08-18 | Anti-seismic splicing structure of light precast concrete wallboard |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215977854U (en) |
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2021
- 2021-08-18 CN CN202121942674.5U patent/CN215977854U/en active Active
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