CN211201150U - Shear wall template structure - Google Patents
Shear wall template structure Download PDFInfo
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- CN211201150U CN211201150U CN201922021888.8U CN201922021888U CN211201150U CN 211201150 U CN211201150 U CN 211201150U CN 201922021888 U CN201922021888 U CN 201922021888U CN 211201150 U CN211201150 U CN 211201150U
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- mainboard
- shear wall
- curb plate
- battens
- angle mould
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Abstract
The utility model relates to a shear force wall template structure, it includes two mainboards and both sides board, and two mainboards are connected perpendicularly in proper order with the both sides board, and the mainboard is provided with the reentrant corner mould with the junction of curb plate, and the outside of mainboard is provided with bearing structure, and the top of mainboard and curb plate is provided with reinforced structure, is provided with taut structure between two mainboards. The utility model discloses can consolidate the overall structure of shear force wall template, improve the steadiness of template when pouring, have the effect that improves the shear force wall and pour the quality.
Description
Technical Field
The utility model belongs to the technical field of the technique of building templates and specifically relates to a shear wall template structure is related to.
Background
Shear walls, also known as wind-resistant walls, earthquake-resistant walls or structural walls, are walls in houses or structures which mainly bear horizontal loads and vertical loads (gravity) caused by wind loads or earthquake action, prevent the structures from being sheared and damaged, and are generally made of reinforced concrete.
The plane shear wall is used in reinforced concrete frame structure, plate lifting structure and flat slab system. In order to increase the rigidity, strength and collapse resistance of the structure, the reinforced concrete shear wall can be cast in situ or prefabricated in some parts. At present, a shear wall is generally formed by pouring reinforced concrete, a pouring template with a required size is built through a steel plate or a wood plate during pouring, then the template is reinforced, and finally the pouring is carried out.
In order to ensure that the structure is stable and the stress is uniform after the shear wall is poured and molded, the structural firmness of the shear wall template is required to be higher during construction, and how to improve the firmness of the shear wall template structure is an urgent problem to be solved in the current construction process.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a shear force wall template structure, its advantage lies in: the shear wall template can be firmly supported, so that the shear wall template is kept firm.
The above utility model discloses an above-mentioned utility model purpose can realize through following technical scheme:
the utility model provides a shear force wall template structure, includes two mainboards and both sides board, two the mainboard with two the curb plate is connected perpendicularly in proper order, the mainboard with the junction of curb plate is provided with the reentrant corner mould, the outside of mainboard is provided with bearing structure, the mainboard and the top of curb plate is provided with reinforced structure, two be provided with taut structure between the mainboard.
Through adopting the above technical scheme, the reentrant corner mould is used for consolidating and the location being connected between mainboard and the curb plate, make mainboard and curb plate keep fixed and mutually perpendicular, and then the construction quality of shear force wall edges and corners department has been improved, bearing structure is used for supporting the mainboard, it keeps firm to make the mainboard, avoid the mainboard slope and lead to the structure of shear force wall to receive the influence, reinforced structure can further fix mainboard and curb plate, prevent that mainboard and curb plate from taking place the dislocation, taut structure can be taut with the mainboard, and then support the mainboard, the steadiness of template structure has been improved.
The utility model discloses further set up to: the supporting structure comprises a plurality of transverse battens and a plurality of vertical battens, wherein the transverse battens are horizontally connected to the main board and are arranged at intervals in the vertical direction, the vertical battens are vertically connected to one side, away from the main board, of the transverse battens, the vertical battens are arranged at intervals in the horizontal direction, and the transverse battens and the vertical battens are fixed through bolts.
Through adopting above-mentioned technical scheme, horizontal flitch is used for supporting the mainboard, has improved the structural strength of mainboard, and vertical flitch is used for consolidating horizontal flitch, and then has improved the steadiness of mainboard, also can further improve the structural strength of mainboard simultaneously, and the mainboard warp when avoiding pouring.
The utility model discloses further set up to: the supporting structure further comprises a supporting rod, one end of the supporting rod is connected to the main board, the other end of the supporting rod is connected with a base, and the base is fixed to the ground through a bolt.
Through adopting above-mentioned technical scheme, the bracing piece can further support the mainboard, has improved the steadiness of mainboard, makes the mainboard keep vertical, and the base can make the bracing piece keep firm, and then has improved the support effect to the mainboard.
The utility model discloses further set up to: the bracing piece is kept away from the one end of base is provided with the backup pad, the backup pad with the mainboard is fixed through the bolt.
Through adopting above-mentioned technical scheme, the setting up of backup pad has increased the bracing area of bracing piece to the mainboard, has improved the bracing effect of bracing piece to the mainboard, and then has improved the steadiness of mainboard.
The utility model discloses further set up to: the bracing piece with be provided with the stiffener between the mainboard, the both ends of stiffener connect respectively in the mainboard with the bracing piece.
Through adopting above-mentioned technical scheme, the stiffener can improve the resultant intensity between bracing piece and the mainboard, and then has improved template overall structure's steadiness.
The utility model discloses further set up to: the reinforced structure includes main joist and false keel, the both ends of main joist are connected respectively in two the top of mainboard, the main joist interval is provided with a plurality ofly and is parallel to each other, false keel horizontal connection in the main joist and with the main joist is mutually perpendicular, the false keel interval is provided with a plurality ofly and is parallel to each other, the main joist with the false keel is fixed through the bolt.
Through adopting above-mentioned technical scheme, the main joist can fix a position the mainboard, makes two mainboards keep vertical, has improved the steadiness and the quality of pouring when the shear force wall is pour, and the false keel is used for fixing the main joist, has improved the structural strength of main joist, and then has improved template overall structure's steadiness.
The utility model discloses further set up to: the tensioning structure comprises a horizontal pull screw rod which is arranged between the main boards in a penetrating mode, two ends of the pull screw rod are arranged between the main boards in a penetrating mode respectively, and butterfly cards are sleeved on the main boards and the threaded sleeves.
Through adopting above-mentioned technical scheme, can be taut with two mainboards to the screw rod that draws, and then make two mainboards keep fixed, the butterfly card is used for fixing to the screw rod that draws, has further improved overall structure's steadiness, also can improve the structural strength after the shear force wall building shaping to the screw rod that draws simultaneously.
The utility model discloses further set up to: the outside of reentrant angle mould is provided with the location angle mould, a side butt of location angle mould in the mainboard with the reentrant angle mould, another side butt of location angle mould in the curb plate with the reentrant angle mould, the location angle mould with the mainboard, the curb plate with wear to be equipped with positioning bolt between the reentrant angle mould.
Through adopting above-mentioned technical scheme, the location angle mould can improve the fastness of connecting between mainboard, curb plate and the reentrant corner mould, and then has improved overall structure's fastness, and positioning bolt is used for fixing the location angle mould, makes the location angle mould firmly connect in mainboard, curb plate and reentrant corner mould, and then makes mainboard and curb plate keep perpendicular to in order to improve shear force wall's the quality of pouring.
To sum up, the utility model discloses a beneficial technological effect does:
the internal corner die can reinforce and position the connection between the main board and the side board, so that the main board and the side board are fixed and perpendicular to each other, the supporting structure is used for supporting the main board to keep the main board stable, the reinforcing structure can further fix the main board and the side board to prevent the main board and the side board from being misplaced, the main board can be tensioned by the tensioning structure to further support the main board, and the stability of the whole structure of the template is improved;
the transverse battens are used for supporting the main board, so that the structural strength of the main board is improved, the vertical battens are used for reinforcing the transverse battens, the stability of the main board is further improved, the structural strength of the main board can be further improved, and the deformation of the main board during pouring is avoided;
the main keels can position the main boards, so that the two main boards are kept vertical, the stability and the pouring quality of the shear wall during pouring are improved, the auxiliary keels are used for fixing the main keels, the structural strength of the main keels is improved, and the stability of the whole structure of the template is improved;
the two main boards can be tensioned by the opposite-pulling screw rod, so that the two main boards are kept fixed, the butterfly card is used for fixing the opposite-pulling screw rod, the stability of the whole structure is further improved, and meanwhile, the structural strength of the shear wall after building forming can also be improved by the opposite-pulling screw rod.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
In the figure, 1, a main board; 2. a side plate; 3. a negative angle die; 4. positioning an angle mold; 41. positioning the bolt; 5. a support structure; 51. transverse battens; 52. vertical battens; 53. a support bar; 531. a support plate; 532. a base; 6. a tensioning structure; 61. oppositely pulling the screw rod; 62. a butterfly card; 7. reinforcing the structure; 71. a main keel; 72. a false keel; 8. a reinforcing rod.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1, for the utility model discloses a shear wall template structure, including two mainboards 1 and both sides board 2, two mainboards 1 and both sides board 2 connect perpendicularly in proper order and form the frame shape. The internal corner die 3 is installed with the junction of curb plate 2 to mainboard 1, and mainboard 1 is connected through internal corner die 3 with curb plate 2, and mainboard 1 and curb plate 2 are fixed through bolt and internal corner die 3 respectively. The internal corner die 3 is used for reinforcing and positioning the connection between the main board 1 and the side board 2, so that the main board 1 and the side board 2 are kept fixed and are perpendicular to each other, and the construction quality of the edges and corners of the shear wall is improved.
A support structure 5 is mounted on the outer side of the main board 1, and the support structure 5 comprises a plurality of transverse battens 51 and a plurality of vertical battens 52. The equal horizontal connection of a plurality of horizontal flitches 51 in the outside of mainboard 1 to a plurality of horizontal flitches 51 set up along the even interval of vertical direction, and the equal vertical connection of a plurality of vertical flitches 52 keeps away from one side of mainboard 1 in horizontal flitch 51, and a plurality of vertical flitches 52 set up along the even interval of horizontal direction, and horizontal flitch 51 is fixed through the bolt with vertical flitch 52.
The supporting structure 5 further comprises a plurality of supporting rods 53, wherein supporting plates 531 and bases 532 are respectively arranged at two ends of each supporting rod 53, the supporting plates 531 are fixedly connected to the main board 1 through bolts, and the bases 532 are fixedly connected to the ground through bolts. Horizontally connected has stiffener 8 between bracing piece 53 and the mainboard 1, and the one end of stiffener 8 articulates in bracing piece 53, and the other end of stiffener 8 passes through bolt fixed connection in mainboard 1.
The bracing piece 53 can further support the mainboard 1, improves the steadiness of mainboard 1, and the base 532 can make the bracing piece 53 keep firm, and then has improved the supporting effect to mainboard 1, and backup pad 531 can increase the bracing area of bracing piece 53 to mainboard 1, has improved the supporting effect of bracing piece 53 to mainboard 1, and then has improved the steadiness of mainboard 1.
Install taut structure 6 between two mainboards 1, taut structure 6 includes that a plurality of levels wear to locate two counter-pulling screw rod 61 between the mainboard 1, and two mainboards 1 and threaded sleeve are worn to locate respectively at the both ends of counter-pulling screw rod 61 are equipped with butterfly card 62. To drawing screw rod 61 can be taut with two mainboards 1, makes two mainboards 1 keep fixed, and butterfly card 62 is used for fixing to drawing screw rod 61, and then improves overall structure's steadiness, also can improve the structural strength after the shear force wall building shaping to drawing screw rod 61 simultaneously.
Reinforced structure 7 is installed at the top of mainboard 1 and curb plate 2, and reinforced structure 7 includes a plurality of main joist 71 and a plurality of false keel 72, and bolted connection is passed through respectively at the top of two mainboards 1 at the both ends of main joist 71, and a plurality of main joist 71 even intervals set up and are parallel to each other. The equal horizontal connection of a plurality of false keel 72 just is mutually perpendicular with main joist 71 in the upper surface of main joist 71, and a plurality of false keel 72 evenly spaced sets up and is parallel to each other, and main joist 71 is fixed through the bolt with false keel 72.
The main keel 71 is used for positioning the main boards 1, so that the two main boards 1 are kept vertical, the stability of the shear wall in pouring is improved, the pouring quality of the shear wall is improved, the auxiliary keel 72 is used for fixing the main keel 71, the structural strength of the main keel 71 is improved, and the stability of the overall structure of the template is further improved.
The outside of reentrant corner mould 3 is installed the location angle mould 4 that the cross-section is L shapes, and one side butt of location angle mould 4 is in mainboard 1 and reentrant corner mould 3, and the another side butt of location angle mould 4 is in curb plate 2 and reentrant corner mould 3, all wears to be equipped with positioning bolt 41 between location angle mould 4 and mainboard 1, curb plate 2 and the reentrant corner mould 3.
The positioning angle die 4 can improve the firmness of connection between the main board 1, the side board 2 and the internal angle die 3, and the positioning bolt 41 is used for fixing the positioning angle die 4, so that the positioning angle die 4 is firmly connected to the main board 1, the side board 2 and the internal angle die 3, and the firmness of the whole structure is improved.
The implementation principle of the embodiment is as follows: support mainboard 1 through setting up bearing structure 5, make mainboard 1 keep firm, avoid the slope of mainboard 1 and lead to the structure of shear force wall to receive the influence, through setting up taut structure 6 taut with mainboard 1, further support mainboard 1, improved template overall structure's steadiness. Fix mainboard 1 and curb plate 2 through setting up reinforced structure 7, prevent that mainboard 1 and curb plate 2 from taking place the dislocation, further consolidate being connected between mainboard 1 and curb plate 2 through setting up reentrant corner mould 3, make mainboard 1 and curb plate 2 keep fixed and mutually perpendicular, and then improved the construction quality of shear force wall edges and corners department. Through setting up location angle mould 4 in order to improve the fastness of connecting between mainboard 1, curb plate 2 and the reentrant corner mould 3, and then improve overall structure's fastness.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.
Claims (8)
1. The utility model provides a shear force wall template structure which characterized in that: including two mainboard (1) and both sides board (2), two mainboard (1) and two curb plate (2) are connected perpendicularly in proper order, mainboard (1) with the junction of curb plate (2) is provided with reentrant corner mould (3), the outside of mainboard (1) is provided with bearing structure (5), mainboard (1) and the top of curb plate (2) is provided with reinforced structure (7), two be provided with taut structure (6) between mainboard (1).
2. A shear wall formwork structure according to claim 1, wherein: the supporting structure (5) comprises a plurality of transverse battens (51) and a plurality of vertical battens (52), the transverse battens (51) are horizontally connected to the main board (1) in a plurality of mode that the transverse battens (51) are arranged at intervals in the vertical direction, the vertical battens (52) are vertically connected to the transverse battens (51) far away from one side of the main board (1) in a plurality of mode that the vertical battens (52) are arranged at intervals in the horizontal direction, and the transverse battens (51) and the vertical battens (52) are fixed through bolts.
3. A shear wall formwork structure according to claim 2, wherein: the supporting structure (5) further comprises a supporting rod (53), one end of the supporting rod (53) is connected to the main board (1), the other end of the supporting rod (53) is connected with a base (532), and the base (532) is fixed on the ground through a bolt.
4. A shear wall formwork structure according to claim 3, wherein: one end, far away from the base (532), of the support rod (53) is provided with a support plate (531), and the support plate (531) and the main board (1) are fixed through bolts.
5. A shear wall formwork structure according to claim 3, wherein: bracing piece (53) with be provided with stiffener (8) between mainboard (1), the both ends of stiffener (8) connect respectively in mainboard (1) with bracing piece (53).
6. A shear wall formwork structure according to claim 1, wherein: reinforced structure (7) include main joist (71) and false keel (72), the both ends of main joist (71) are connected respectively in two the top of mainboard (1), main joist (71) interval is provided with a plurality ofly and is parallel to each other, false keel (72) horizontal connection in main joist (71) and with main joist (71) are mutually perpendicular, false keel (72) interval is provided with a plurality ofly and is parallel to each other, main joist (71) with false keel (72) are fixed through the bolt.
7. A shear wall formwork structure according to claim 1, wherein: taut structure (6) wear to locate two including the level split screw rod (61) between mainboard (1), two are worn to locate respectively at the both ends of split screw rod (61) mainboard (1) and threaded sleeve are equipped with butterfly card (62).
8. A shear wall formwork structure according to claim 1, wherein: the outside of reentrant angle mould (3) is provided with location angle mould (4), a side butt of location angle mould (4) in mainboard (1) with reentrant angle mould (3), another side butt of location angle mould (4) in curb plate (2) with reentrant angle mould (3), location angle mould (4) with mainboard (1) curb plate (2) and wear to be equipped with positioning bolt (41) between reentrant angle mould (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922021888.8U CN211201150U (en) | 2019-11-21 | 2019-11-21 | Shear wall template structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922021888.8U CN211201150U (en) | 2019-11-21 | 2019-11-21 | Shear wall template structure |
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| CN211201150U true CN211201150U (en) | 2020-08-07 |
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| CN201922021888.8U Active CN211201150U (en) | 2019-11-21 | 2019-11-21 | Shear wall template structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113089487A (en) * | 2021-03-26 | 2021-07-09 | 上海啸崇建设工程有限公司 | Construction method of bridge pier |
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2019
- 2019-11-21 CN CN201922021888.8U patent/CN211201150U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113089487A (en) * | 2021-03-26 | 2021-07-09 | 上海啸崇建设工程有限公司 | Construction method of bridge pier |
| CN113089487B (en) * | 2021-03-26 | 2023-01-13 | 上海啸崇建设工程有限公司 | Construction method of bridge pier |
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