CN211899618U - Arc shear wall template reinforced structure - Google Patents
Arc shear wall template reinforced structure Download PDFInfo
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- CN211899618U CN211899618U CN202020147116.9U CN202020147116U CN211899618U CN 211899618 U CN211899618 U CN 211899618U CN 202020147116 U CN202020147116 U CN 202020147116U CN 211899618 U CN211899618 U CN 211899618U
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- lead screw
- formwork
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- shear wall
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Abstract
The utility model discloses an arc shear wall template reinforced structure, including interior template and the exterior sheathing that is located arc shear wall reinforcing bar both sides, the fixed first base that is equipped with of interior template lower extreme outer wall, first base has been seted up quantity and has been three first fixed orifices, the fixed fan-shaped gusset plate that is equipped with on the first base, the fixed quantity that is equipped with on the fan-shaped gusset plate is three first free bearing, the equidistant fixed quantity that is equipped with of interior template upper end outer wall is three mounting panel just all fixed second free bearing that is equipped with on the mounting panel, all articulate on the first free bearing has first lead screw, all articulate on the second free bearing has the second lead screw, first lead screw with be equipped with a screw section of thick bamboo between the second lead screw. Has the advantages that: can effectually carry out the outside reinforcement to inner formword and exterior sheathing, prevent that it from taking place to empty to can conveniently carry out the timing to the straightness that hangs down of inner formword and exterior sheathing.
Description
Technical Field
The utility model relates to a construction field particularly, relates to an arc shear wall template reinforced structure.
Background
Shear force wall bears the horizontal load that wind load or seismic action arouse and the wall body of vertical load gravity, prevents that the structure from shearing to be destroyed, because shear force wall's height is higher in daily construction, in order to avoid pouring the later stage crack phenomenon that produces many times, consequently most shear force wall mostly adopts is once to pour the shaping, consequently great to the pressure of template, consequently need consolidate the processing to the template. When the arc-shaped shear wall of the socle, the existing reinforcing structure is difficult to firmly and stably support the template, and the template is difficult to adjust.
An effective solution to the problems in the related art has not been proposed yet. .
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an arc shear wall template reinforced structure to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: a reinforcing structure of an arc-shaped shear wall template comprises an inner template and an outer template which are positioned on two sides of an arc-shaped shear wall reinforcing steel bar, wherein a first base is fixedly arranged on the outer wall of the lower end of the inner template, three first fixing holes are formed in the first base, a fan-shaped reinforcing plate is fixedly arranged on the first base, three first hinged supports are fixedly arranged on the fan-shaped reinforcing plate, three mounting plates are fixedly arranged on the outer wall of the upper end of the inner template at equal intervals, second hinged supports are fixedly arranged on the mounting plates, first lead screws are hinged to the first hinged supports, second lead screws are hinged to the second hinged supports, a first threaded cylinder is arranged between the first lead screws and the second lead screws, the first lead screws and the second lead screws are in threaded connection with the first threaded cylinder, a second base is fixedly arranged on the outer wall of the lower end of the outer template, and three second fixing holes are formed in the first base, the fixed trapezoidal gusset plate that is equipped with on the second base, the fixed third hinge seat that is equipped with on the trapezoidal gusset plate, the fixed mounting panel that is equipped with of exterior sheathing upper end outer wall just the fixed fourth hinge seat that is equipped with on the mounting panel, it has the third lead screw all to articulate on the third hinge seat, it has the fourth lead screw all to articulate on the fourth hinge seat, the third lead screw with be equipped with a second screw thread section of thick bamboo between the fourth lead screw, the third lead screw with the fourth lead screw all with a second screw thread section of thick bamboo threaded connection.
Furthermore, a plurality of mounting holes are correspondingly formed in the outer template and the inner template, a plurality of bolts and nuts are mounted between the outer template and the inner template, and the bolts penetrate through the corresponding mounting holes.
Furthermore, the two ends of the bolt are fixedly sleeved with sealing gaskets.
Furthermore, the outer wall of the inner template is fixedly provided with three first transverse reinforcing ribs at equal intervals.
Furthermore, the outer wall of the outer template is fixedly provided with three second transverse reinforcing ribs at equal intervals.
Furthermore, a first reinforcing block with three quantity is fixedly arranged between the inner template and the first base.
Furthermore, a third number of second reinforcing blocks are fixedly arranged between the outer template and the second base.
Compared with the prior art, the utility model discloses following beneficial effect has:
(1) the utility model discloses a set up inner formword, exterior sheathing, first base, second base, first lead screw, second lead screw, third lead screw, fourth lead screw, a first screw thread section of thick bamboo and a second screw thread section of thick bamboo, can effectually carry out the outside reinforcement to inner formword and exterior sheathing, prevent that it from taking place to empty to can conveniently carry out the timing to the straightness that hangs down of inner formword and exterior sheathing.
(2) The utility model discloses a set up mounting hole, bolt, nut, seal gasket, can carry on spacingly to the distance between interior template and the exterior sheathing to seal gasket can increase the leakproofness of mounting hole department.
(3) The utility model discloses a set up first horizontal strengthening rib, can increase the holistic mechanical strength of inner formword.
(4) The utility model discloses a set up the horizontal strengthening rib of second, can increase the holistic mechanical strength of exterior sheathing.
(5) The utility model discloses a set up first reinforcement piece, can increase the firm in connection degree between inner formword and the first base.
(6) The utility model discloses a set up the second and add the reinforcement piece, can increase the firm in connection degree between exterior sheathing and the second base.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic structural view of an arc-shaped shear wall formwork reinforcing structure according to an embodiment of the present invention;
fig. 2 is a schematic structural view of an inner formwork in an arc-shaped shear wall formwork reinforcing structure according to an embodiment of the present invention;
fig. 3 is a schematic structural diagram of an outer template in an arc-shaped shear wall template reinforcing structure according to the embodiment of the present invention.
Reference numerals:
1. arc-shaped shear wall reinforcing steel bars; 2. an outer template; 3. an inner template; 4. a first base; 5. a first fixing hole; 6. a fan-shaped reinforcing plate; 7. a first hinge base; 8. a second hinge base; 9. a first lead screw; 10. a second lead screw; 11. a first threaded barrel; 12. a second base; 13. a second fixing hole; 14. a trapezoidal reinforcing plate; 15. a third free bearing; 16. a fourth free bearing; 17. a third screw rod; 18. a fourth screw rod; 19. a second threaded barrel; 20. mounting holes; 21. a bolt; 22. a nut; 23. a first transverse stiffener; 24. a second transverse reinforcing rib; 25. a first reinforcing block; 26. a second reinforcing block; 27. and (7) mounting the plate.
Detailed Description
The following, with reference to the drawings and the detailed description, further description of the present invention is made:
the first embodiment is as follows:
referring to fig. 1-3, an arc-shaped shear wall form reinforcing structure according to an embodiment of the present invention includes an inner form 3 and an outer form 2 disposed at two sides of an arc-shaped shear wall reinforcement bar 1, a first base 4 is fixedly disposed on an outer wall of a lower end of the inner form 3, three first fixing holes 5 are disposed on the first base 4, a fan-shaped reinforcing plate 6 is fixedly disposed on the first base 4, three first hinge bases 7 are fixedly disposed on the fan-shaped reinforcing plate 6, three mounting plates 27 are fixedly disposed on an outer wall of an upper end of the inner form 3 at equal intervals, second hinge bases 8 are fixedly disposed on the mounting plates 27, first lead screws 9 are hinged on the first hinge bases 7, second lead screws 10 are hinged on the second hinge bases 8, first threaded cylinders 11 are disposed between the first lead screws 9 and the second lead screws 10, the first lead screws 9 and the second lead screws 10 are both in threaded connection with the first threaded cylinders 11, the fixed second base 12 that is equipped with of 2 lower extreme outer walls of exterior sheathing, first base 4 is seted up quantity and is three second fixed orifices 13, the fixed trapezoidal gusset plate 14 that is equipped with on second base 12, the fixed third hinge seat 15 that is equipped with on trapezoidal gusset plate 14, 2 upper end outer walls of exterior sheathing are fixed and are equipped with mounting panel 27 just the fixed fourth hinge seat 16 that is equipped with on mounting panel 27, it has third lead screw 17 all to articulate on the third hinge seat 15, it has fourth lead screw 18 all to articulate on the fourth hinge seat 16, third lead screw 17 with be equipped with second screw thread section of thick bamboo 19 between the fourth lead screw 18, third lead screw 17 with fourth lead screw 18 all with 19 threaded connection of second screw thread section of thick bamboo.
Through the above technical scheme of the utility model, can effectually carry out the outside reinforcement to inner formword 3 and exterior sheathing 2, prevent that it from taking place to empty to can conveniently carry out the timing to the straightness that hangs down of inner formword 3 and exterior sheathing 2.
Example two:
referring to fig. 1 to 3, for an outer formwork 2 and an inner formwork 3, a plurality of mounting holes 20 are correspondingly formed in the outer formwork 2 and the inner formwork 3, a plurality of bolts 21 and nuts 22 are installed between the outer formwork 2 and the inner formwork 3, and the bolts 21 penetrate through the corresponding mounting holes 20; for the bolt 21, a sealing gasket is fixedly sleeved at both ends of the bolt 21.
Through the above technical scheme of the utility model, bolt 21 and nut 22 can carry on spacingly to the distance between inner formword 3 and the exterior sheathing 2 to seal gasket can increase the leakproofness of mounting hole 20 department.
Example three:
referring to fig. 1-3, for the inner formwork 3, three first transverse reinforcing ribs 23 are fixedly arranged on the outer wall of the inner formwork 3 at equal intervals; for the outer template 2, three second transverse reinforcing ribs 24 are fixedly arranged on the outer wall of the outer template 2 at equal intervals; for the inner formwork 3, three first reinforcing blocks 25 are fixedly arranged between the inner formwork 3 and the first base 4; for the outer formwork 2, three second reinforcing blocks 26 are fixedly arranged between the outer formwork 2 and the second base 12.
Through the above technical scheme of the utility model, first horizontal strengthening rib 23 can increase the holistic mechanical strength of inner formword 3, and the horizontal strengthening rib 24 of second can increase the holistic mechanical strength of outer formword 2, and first reinforcement piece 25 can increase the firm in connection degree between inner formword 3 and the first base 4, and second reinforcement piece 26 can increase the firm in connection degree between outer formword 2 and the second base 12.
For the convenience of understanding the technical solution of the present invention, the following detailed description is made on the working principle or the operation mode of the present invention in the practical process.
In practical application, firstly, the inner formwork 3 and the outer formwork 2 are respectively installed on two sides of the arc-shaped shear wall steel bar 1, the distance between the inner formwork 3 and the outer formwork 2 is limited and fixed through the bolts 21 and the nuts 22, then the first base 4 and the second base 12 are fixed on the ground through anchor bolts, then the verticality of the inner formwork 3 and the outer formwork 2 can be adjusted by rotating the first threaded barrel 11 and the second threaded barrel 19, so that the inner formwork 3 and the outer formwork 2 can be effectively externally reinforced to prevent the collapse of the inner formwork and the outer formwork 2, the sealing gasket can increase the sealing performance at the mounting hole 20, the first transverse reinforcing ribs 23 can increase the overall mechanical strength of the inner formwork 3, the second transverse reinforcing ribs 24 can increase the overall mechanical strength of the outer formwork 2, and the first reinforcing blocks 25 can increase the connection firmness between the inner formwork 3 and the first base 4, the second reinforcing blocks 26 can increase the connection firmness between the outer form 2 and the second base 12.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. The arc-shaped shear wall template reinforcing structure is characterized by comprising an inner template (3) and an outer template (2) which are positioned on two sides of an arc-shaped shear wall reinforcing steel bar (1), wherein a first base (4) is fixedly arranged on the outer wall of the lower end of the inner template (3), three first fixing holes (5) are formed in the first base (4), a fan-shaped reinforcing plate (6) is fixedly arranged on the first base (4), three first hinged supports (7) are fixedly arranged on the fan-shaped reinforcing plate (6), three mounting plates (27) are fixedly arranged on the outer wall of the upper end of the inner template (3) at equal intervals, second hinged supports (8) are fixedly arranged on the mounting plates (27), first screw rods (9) are hinged on the first hinged supports (7), second screw rods (10) are hinged on the second hinged supports (8), and first threaded cylinders (11) are arranged between the first screw rods (9) and the second screw rods (10), first lead screw (9) with second lead screw (10) all with first threaded cylinder (11) threaded connection, the fixed second base (12) that is equipped with of exterior sheathing (2) lower extreme outer wall, first base (4) are seted up quantity and are three second fixed orifices (13), the fixed trapezoidal gusset plate (14) that is equipped with on second base (12), the fixed third free bearing (15) that is equipped with on trapezoidal gusset plate (14), exterior sheathing (2) upper end outer wall is fixed and is equipped with mounting panel (27) just the fixed fourth free bearing (16) that is equipped with on mounting panel (27), all articulated on third free bearing (15) have third lead screw (17), all articulated on fourth free bearing (16) have fourth lead screw (18), third lead screw (17) with be equipped with second threaded cylinder (19) between fourth lead screw (18), third lead screw (17) with fourth lead screw (18) all with second threaded cylinder (19) threaded connection.
2. The arc-shaped shear wall formwork reinforcing structure is characterized in that a plurality of mounting holes (20) are correspondingly formed in the outer formwork (2) and the inner formwork (3), a plurality of bolts (21) and nuts (22) are mounted between the outer formwork (2) and the inner formwork (3), and the bolts (21) penetrate through the corresponding mounting holes (20).
3. The arc-shaped shear wall formwork reinforcing structure as claimed in claim 2, wherein sealing gaskets are fixedly sleeved at both ends of the bolt (21).
4. The curved shear wall formwork reinforcing structure as claimed in claim 1, wherein the outer wall of the inner formwork (3) is fixedly provided with three first transverse reinforcing ribs (23) at equal intervals.
5. The curved shear wall formwork reinforcing structure as claimed in claim 1, wherein the outer wall of the outer formwork (2) is fixedly provided with three second transverse reinforcing ribs (24) at equal intervals.
6. The curved shear wall form reinforcement structure of claim 1, wherein three first reinforcing blocks (25) are fixedly arranged between the inner form (3) and the first base (4).
7. The curved shear wall form reinforcement structure of claim 1, wherein three second reinforcing blocks (26) are fixedly arranged between the outer form (2) and the second base (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020147116.9U CN211899618U (en) | 2020-01-24 | 2020-01-24 | Arc shear wall template reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020147116.9U CN211899618U (en) | 2020-01-24 | 2020-01-24 | Arc shear wall template reinforced structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211899618U true CN211899618U (en) | 2020-11-10 |
Family
ID=73303808
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020147116.9U Expired - Fee Related CN211899618U (en) | 2020-01-24 | 2020-01-24 | Arc shear wall template reinforced structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211899618U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112663943A (en) * | 2020-12-14 | 2021-04-16 | 广州天行建筑设计事务所有限公司 | Building structure wall construction method |
| CN113700289A (en) * | 2021-05-24 | 2021-11-26 | 海南优技建筑铝模有限公司 | Assembly type aluminum alloy template assembling system for building |
-
2020
- 2020-01-24 CN CN202020147116.9U patent/CN211899618U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112663943A (en) * | 2020-12-14 | 2021-04-16 | 广州天行建筑设计事务所有限公司 | Building structure wall construction method |
| CN113700289A (en) * | 2021-05-24 | 2021-11-26 | 海南优技建筑铝模有限公司 | Assembly type aluminum alloy template assembling system for building |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201110 Termination date: 20220124 |
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| CF01 | Termination of patent right due to non-payment of annual fee |