CN215907406U - Early system of tearing open of separable beam slab template - Google Patents
Early system of tearing open of separable beam slab template Download PDFInfo
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- CN215907406U CN215907406U CN202121888463.8U CN202121888463U CN215907406U CN 215907406 U CN215907406 U CN 215907406U CN 202121888463 U CN202121888463 U CN 202121888463U CN 215907406 U CN215907406 U CN 215907406U
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Abstract
The utility model relates to a separable beam slab template early-dismantling system, which relates to the field of building template construction and comprises a template assembly, wherein the template assembly comprises a fixed plate and an early-dismantling plate, the fixed plate and the early-dismantling plate are distributed in a staggered way, and the fixed plate and the early-dismantling plate are detachably connected; the pole setting, the pole setting is equipped with a plurality ofly, the pole setting is used for supporting the fixed plate with early tear the board open. The template turnover rate improving device has the effect of improving the turnover rate of the template.
Description
Technical Field
The application relates to the field of building template construction, in particular to a separable beam slab template early-dismantling system.
Background
The beam plate is the combination of the interacting beam and plate in the floor, the reinforced concrete cast-in-place beam plate system is the floor form which is used most and has the widest application range at present, and the beam and plate in the whole cast-in-place floor are the interacting whole and are closely related to each other.
In the correlation technique, when building the beam slab template, all settle the crossbeam template in the bottom and both sides of waiting to water crossbeam department usually, then fix through square timber and steel pipe, building constructor can adopt complete template and square timber to prop up the mould usually, then supports through bearing structure.
In view of the above-mentioned related art, the inventor believes that, in an actual situation, constructors need to consider construction efficiency, and therefore, improvement of the turnover rate of the formwork is an inevitable trend, but when the complete formwork and square timber are used for supporting, the formwork can be installed and disassembled only when the supporting structure is disassembled and assembled, and the formwork can be disassembled only after the overall strength reaches the standard, so that if a building needs to be quickly covered, a large number of formworks need to be purchased, the cost is increased, and the turnover rate of the formwork itself is reduced.
SUMMERY OF THE UTILITY MODEL
In order to improve the turnover rate of template, this application provides a system is early torn open to separable beam slab template.
The application provides a system is early torn open to separable beam slab template adopts following technical scheme:
a separable beam slab template early-dismantling system comprises a template assembly, wherein the template assembly comprises a fixed plate and an early-dismantling plate, the fixed plate and the early-dismantling plate are distributed in a staggered manner, and the fixed plate and the early-dismantling plate are detachably connected; the pole setting, the pole setting is equipped with a plurality ofly, the pole setting is used for supporting the fixed plate with early tear the board open.
By adopting the technical scheme, when the beam template needs to be built, the template at the bottom is divided into the fixed plate and the early-dismantling plate, the fixed plate and the early-dismantling plate are respectively supported by the upright rods, the whole template is poured after being built, the span of the floor slab is shortened by the plurality of supporting points, the strength required by the template dismantling is reduced, a constructor can firstly dismantle the early-dismantling plate and the upright rods for supporting the early-dismantling plate for turnover, and finally dismantle the upright rods for the fixed plate and the supporting fixed plate, so that the turnover of the upright rods and most of templates is accelerated, and the cost for purchasing the template is also reduced; meanwhile, the early-dismantling plate and the fixed plate are detachably connected, so that the early-dismantling plate and the fixed plate are more stably connected, and the possibility of mortar leakage due to a gap generated between the early-dismantling plate and the fixed plate is reduced.
Optionally, a connecting plate is abutted to the lower side of the fixing plate, and the connecting plate is detachably connected with the early-dismantling plate adjacent to the fixing plate.
By adopting the technical scheme, the connecting plate is connected with the early-dismantling plates adjacent to the fixed plate, and meanwhile, the connecting plate is abutted against the fixed plate clamped between the two early-dismantling plates, so that the height difference between the fixed plate and the early-dismantling plates is reduced, and the possibility of generating gaps between the fixed plate and the early-dismantling plates is reduced; when the early board of tearing open is dismantled to needs, can tear the connecting plate open with early board of tearing open, also can directly break off the connecting plate off with the fingers and thumb, through adopting the above-mentioned mode of dismantling the connection, make connecting plate and fixed plate between be connected with separately more convenient.
Optionally, be used for supporting the fixed plate the pole setting is connected through the connecting rod each other, is used for supporting early tear the board the pole setting is connected through the connecting rod each other, the pole setting with the connection can be dismantled to the connecting rod.
By adopting the technical scheme, when the early-dismantled plate and the upright post for supporting the early-dismantled plate are not dismantled, the upright posts for supporting the early-dismantled plate are connected with each other, and when the early-dismantled plate and the upright post for supporting the early-dismantled plate are dismantled, the upright posts for supporting the fixed plate are connected with each other; the pole setting is connected through the connecting rod each other, has strengthened the stability that the pole setting supported, has reduced the pole setting and has been collapsed or the possibility of buckling, makes the pole setting more stable to the support of fixed plate and early tear-down panel, when the pole setting is dismantled to needs, only need with the pole setting with the connecting rod split open can.
Optionally, an adjustable jacking is arranged on the vertical rod.
By adopting the technical scheme, the top support can be adjusted to enable the upright post to have a telescopic function, and when the upright post is required to support, the height of the top support can be adjusted to enable the upright post to be abutted against a template to be supported so as to support the template; when the template is dismantled to needs, adjust the height of top support, make the top support no longer with the template butt, the constructor of being convenient for dismantles the separation to pole setting and template.
Optionally, the upright for supporting the fixing plate and the upright for supporting the early-dismantled plate are marked with different colors.
Through adopting above-mentioned technical scheme, when dismantling the template, because the fixed plate is dismantled the board with early and support both's pole setting not dismantlement simultaneously, consequently, in order to reduce the possibility that the workman torn wrong pole setting, need distinguish the pole setting of supporting the fixed plate and the pole setting of supporting early board of tearing open, this scheme distinguishes through the colour, constructor only needs to establish the pole setting of supporting the fixed plate into a colour, then establish the pole setting of supporting early board into another colour, can distinguish the pole setting of different functions with the simplest and most convenient mode, make the pole setting be difficult to be mistaken when dismantling, and the work efficiency is improved, and the probability of doing over again is reduced.
Optionally, each fixing plate is supported by at least two upright rods, at least two upright rods supporting the same fixing plate are provided with a support rod, and the support rods are abutted to the fixing plate; each early board of tearing open by at least four the pole setting is supported, early board of tearing open all is equipped with two at least pole settings in early board distribution direction's both ends, is located early board of tearing open and is equipped with the bracing piece jointly on two at least pole settings in the pole setting of tearing open the same end, this type the bracing piece with early board butt of tearing open.
By adopting the technical scheme, when the early-dismantling plate needs to be supported, because the early-dismantling plate and the fixed plate are separately arranged, and the length of the early-dismantling plate is longer in practical situation, two ends of the early-dismantling plate need to be simultaneously supported; the upright posts are arranged at the two ends of the early-dismantled plate, and the support rods are erected on the upright posts, so that the early-dismantled plate can be supported through the support rods, the early-dismantled plate is more stably arranged, and the possibility of position deviation of the early-dismantled plate is reduced; support the fixed plate with same mode, because the fixed plate length is shorter in the actual operation, again usually with the early board laminating or being connected of tearing open of both sides, consequently only can support the fixed plate through a bracing piece, through this scheme, can make the pole setting to early tear open the support of board and fixed plate convenient more and stable.
Optionally, the support structure further comprises a stabilizing assembly, the stabilizing assembly comprises a fixing block and an early-dismantling block, at least two fixing blocks are arranged between the fixing plate and the support rod for supporting the fixing plate, and at least two early-dismantling blocks are arranged between the early-dismantling plate and the support rod for supporting the early-dismantling plate.
By adopting the technical scheme, the template is directly placed on the supporting rod and is unstable and is easy to collide with other structures on the vertical rod, so that the template and the supporting rod are separated by arranging the block body between the template and the supporting rod; meanwhile, the early-dismantling plate and the fixed plate are respectively provided with a certain length and are supported only by the supporting rods, and the template has the possibility of bending, so that the fixed block and the early-dismantling block are supported by the fixed block and the early-dismantling block, and the fixed block and the early-dismantling block are respectively abutted against the fixed plate and the early-dismantling plate, so that the possibility of bending of the fixed plate and the early-dismantling plate can be reduced; meanwhile, the fixing plate and the early-dismantling plate are placed more stably.
Optionally, the early-dismantling block extends to the lower part of the adjacent fixing plate and is abutted against the fixing plate.
By adopting the technical scheme, the early-dismantling block extends to the lower part of the fixed plate and is abutted against the fixed plate, so that the possibility of generating a height difference at the joint of the fixed plate and the early-dismantling plate is reduced, the joint between the fixed plate and the early-dismantling plate is more tightly attached, the possibility of slurry leakage of a template system is reduced, and the arrangement of the fixed plate is more stable; because the early-dismantling block extends to the lower part of the fixed plate, the fixed plate is not influenced when the early-dismantling plate and the early-dismantling block are dismantled.
Optionally, the fixing block abuts against the early-dismantling block.
Through adopting above-mentioned technical scheme, the fixed block with tear the piece butt each other early open, reduced the possibility that produces offset between the two, make the position of tearing the piece and fixed block early open more fixed, make the support of tearing the piece and fixed block to the template component earlier open more stable simultaneously.
Optionally, the fixing block is connected to the fixing plate.
By adopting the technical scheme, when the fixing plate is installed, the fixing block can be simultaneously and jointly installed, the operation steps of constructors are reduced, the integration degree between the template and other parts of the system is higher, and the constructors can conveniently construct.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the fixing plate and the early-dismantling plate are mutually independent and detachably connected, so that a constructor can firstly dismantle the early-dismantling plate and then dismantle the fixing plate and the upright post for supporting the fixing plate, and the turnover rate of the template is higher;
2. the adjustable top support is convenient for supporting, loading and unloading the upright stanchion;
3. the vertical rods for supporting the fixing plate and the vertical rods for supporting the early-dismantling plate have different colors, so that the possibility of dismantling wrong vertical rods by constructors is reduced.
Drawings
FIG. 1 is a schematic view of the overall structure of embodiment 1 of the present application;
FIG. 2 is a schematic structural view of a template assembly according to embodiment 1 of the present application;
FIG. 3 is a schematic partial explosion view of example 1 of the present application;
FIG. 4 is a schematic view of the overall structure of embodiment 2 of the present application;
fig. 5 is a schematic structural view of projections and grooves in embodiment 2 of the present application.
Description of reference numerals: 1. a cross beam; 2. a template assembly; 21. a fixing plate; 211. a protrusion; 22. early dismantling the plate; 221. a groove; 23. a connecting plate; 3. erecting a rod; 31. the adjustable jacking is realized; 32. a bottom support; 33. a triangular bracket; 34. a vertical rod group; 35. a support bar; 4. a connecting rod; 5. a stabilizing assembly; 51. a fixed block; 52. and (5) early disassembling the blocks.
Detailed Description
The present application is described in further detail below with reference to figures 1-5.
The embodiment of the application discloses system is torn early to separable beam slab template open.
Example 1
Referring to fig. 1 and 2, a separable beam-slab formwork early-dismantling system includes formwork assemblies 2, uprights 3, connecting rods 4, and stabilizing assemblies 5.
Referring to fig. 1 and 2, a formwork assembly 2 is positioned below a cross beam 1, formworks on two sides of the cross beam 1 are arranged above the formwork assembly 2, and the formwork assembly 2 comprises a fixing plate 21 and an early-dismantling plate 22; the fixing plate 21 and the early-dismantling plate 22 are rectangular plates, the length direction of the fixing plate 21 is vertical to that of the early-dismantling plate 22, the length of the fixing plate 21 is the same as the width of the early-dismantling plate 22, and the fixing plate 21 and the early-dismantling plate 22 are distributed in a staggered manner; a connecting plate 23 is arranged below the fixing plate 21, the connecting plate 23 is a rectangular strip board, the length direction of the connecting plate 23 is consistent with the distribution direction of the early-dismantled plates 22 and the fixing plate 21, two ends of the connecting plate 23 are respectively detachably connected with one early-dismantled plate 22 adjacent to the fixing plate 21 through steel nails, the connecting plate 23 is abutted against the fixing plate 21 and the early-dismantled plates 22, in other embodiments, one end of the connecting plate 23 can be detachably connected with the fixing plate 21 through the steel nails, and the other end of the connecting plate 23 can be detachably connected with the early-dismantled plates 22 through the steel nails, in the embodiment, one connecting plate 23 is arranged, and in other embodiments, a plurality of connecting plates 23 can be arranged; in this embodiment, the adjacent side walls of the fixing plate 21 and the early-dismantling plate 22 are both planar walls and are attached to each other.
Referring to fig. 1 and 2, a plurality of vertical rods 3 are provided, in this embodiment, an adjustable top support 31 is provided on the vertical rod 3, and in other embodiments, the vertical rod 3 may be a straight rod without a telescopic function; in this embodiment, the bottom support 32 is arranged below the vertical rod 3 for supporting the vertical rod 3, so that the vertical rod 3 can be stably supported, in this embodiment, the bottom support 32 is rectangular plate-shaped, the axis of the vertical rod 3 is perpendicular to the plate surface of the bottom support 32, and in other embodiments, the bottom support 32 may be disc-shaped; in this embodiment, two vertical rods 3 form a vertical rod group 34, and in other embodiments, three or four vertical rods 3 form a vertical rod group 34.
Referring to fig. 1 and 2, in the present embodiment, one upright rod set 34 is disposed below each fixing plate 21, and the two upright rods 3 in the upright rod set 34 are distributed perpendicular to the fixing plate 21 and the early-dismantling plate 22, and in other embodiments, a plurality of upright rod sets 34 may be disposed below each fixing plate 21; in this embodiment, two upright rod groups 34 are arranged below each early-dismantling plate 22, the distribution direction of two upright rods 3 in the upright rod groups 34 is perpendicular to the distribution direction of the fixing plate 21 and the early-dismantling plate 22, the distribution direction of the two upright rod groups 34 is consistent with the length direction of the early-dismantling plate 22, and in other embodiments, three or four upright rod groups 34 may be arranged below each early-dismantling plate 22; in this embodiment, two support rods 35 are commonly erected on two vertical rods 3 in the vertical rod group 34 located below the fixed plate 21, one support rod 35 is commonly erected on two vertical rods 3 in the vertical rod group 34 located below the early-dismantling plate 22, two ends of each support rod 35 are erected on one adjustable top support 31, and in other embodiments, three support rods 35 can be erected; in this embodiment, the support rod 35 may be a steel pipe, and in other embodiments, the support rod 35 may be an i-steel.
Referring to fig. 1 and 2, when the early-disassembled plate 22 and the vertical rods 3 below the early-disassembled plate 22 are not disassembled, the vertical rods 3 in each vertical rod group 34 below the early-disassembled plate 22 are connected with each other through the connecting rods 4, the vertical rods 34 in a row distributed along the length direction of the early-disassembled plate 22 below the early-disassembled plate 22 are also connected with each other through the connecting rods 4, the connecting rods 4 are arranged on the two sides of each row of vertical rod groups 34 in the distribution direction of the row of vertical rod groups 34, and the vertical rods 3 are detachably connected with the connecting rods 4; after the early-dismantling plate 22 and the upright rods 3 below the early-dismantling plate 22 are dismantled, the upright rods 3 in each upright rod group 34 below the fixed plate 21 are connected with each other through the connecting rod 4, and a row of upright rod groups 34 below the fixed plate 21 and arranged along the distribution direction of the fixed plate 21 are also connected with each other through the connecting rod 4; in this embodiment, the connecting rod 4 may be a steel pipe or a square steel, and the connecting rod 4 in this embodiment is not a rod with a fixed length, but may be cut off according to specific connection requirements, and the upright rod 3 and the connecting rod 4 form a full hall frame in this way; in this embodiment, the upright 3 below the fixing plate 21 and the upright 3 below the early-dismantling plate 22 are different in color, and in other embodiments, symbols of different colors may be marked on the upright 3 below the fixing plate 21 and the upright 3 below the early-dismantling plate 22 without overall coloring.
Referring to fig. 2 and 3, the stabilizing assembly 5 includes a fixing block 51 and an early-dismantling block 52, the fixing block 51 and the early-dismantling block 52 are both strip-shaped square timbers, the length directions of the fixing block 51 and the early-dismantling block 52 are the same, and the length direction of the early-dismantling block 52 is the same as the length direction of the early-dismantling plate 22; in this embodiment, two fixing blocks 51 are arranged between the fixing plate 21 and the upright rod set 34 supporting the fixing plate 21, the distribution directions of the two fixing blocks 51 are the same as those of the two upright rods 3 in the upright rod set 34, one side of each fixing block 51 is abutted to the support rod 35, the other side of each fixing block 51 is abutted to the fixing plate 21, two early-dismantling blocks 52 are arranged between the early-dismantling plate 22 and the upright rod set 34 supporting the early-dismantling plate 22, the distribution directions of the two early-dismantling blocks 52 are the same as those of the two upright rods 3 in the upright rod set 34, one side of each early-dismantling block 52 is abutted to the support rod 35, and the other side of each early-dismantling block 52 is abutted to the early-dismantling plate 22; in other embodiments, the number of the fixing blocks 51 and the number of the early-dismantling blocks 52 may be three, four, etc., and the distribution direction of the plurality of fixing blocks 51 and the distribution direction of the plurality of early-dismantling blocks 52 are consistent with the distribution direction of the vertical rods 3 in the vertical rod group 34.
Referring to fig. 2 and 3, the length of the fixing block 51 is smaller than the width of the fixing plate 21, the early-dismantling blocks 52 extend to the lower part of the adjacent fixing plate 21 and abut against the side wall of the fixing plate 21 close to the upright rod set 34, and one end of each early-dismantling block 52 in the length direction abuts against one end of the adjacent fixing block 51 in the length direction; in this embodiment, the fixing block 51 is connected to the fixing plate 21 by a steel nail.
The implementation principle of the embodiment 1 is as follows: when the template needs to be rotated, the early-disassembled plate 22 and the upright rod set 34 below the early-disassembled plate 22 can be detached for rotation, the fixed plate 21 and the upright rod set 34 below the fixed plate 21 are supported, and finally, after the strength meets the requirement, the fixed plate 21 and the upright rod set 34 below the fixed plate 21 are detached.
Example 2
Referring to fig. 4 and 5, the present embodiment is different from embodiment 1 in that the contact manner between the side walls of the early-disassembled plate 22 and the fixed plate 21, which are close to each other, is different, and the connection rod 4 is not provided; the early detachable beam slab formwork system further comprises a tripod bracket 33.
Referring to fig. 4, a triangular bracket 33 is arranged below the upright stanchion 3, the triangular bracket 33 is used for supporting the upright stanchion, and the upright stanchions 3 are not connected with each other by connecting rods such as longitudinal rods.
Referring to fig. 5, a protrusion 211 is integrally connected to a side wall of the fixing plate 21 close to the early-dismantling plate 22, the protrusion 211 is rectangular, a length direction of the protrusion 211 is the same as a length direction of the fixing plate 21, and the protrusion 211 is located on a side of the fixing plate 21 far away from the upright rod group 34; the side wall of the early-dismantling plate 22 close to the fixing plate 21 is provided with a groove 221, the groove 221 is positioned at one side of the early-dismantling plate 22 far away from the upright rod group 34, the groove 221 is rectangular strip-shaped, the protrusion 211 is matched with the groove 221, and the protrusion 211 is used for being inserted into the groove 221.
The implementation principle of the embodiment 2 is as follows: when the upright stanchion 3 is installed, the triangular bracket 33 plays a supporting role for the upright stanchion 3; when the early-disassembled board 22 is connected with the fixed board 21, the protrusion 211 is inserted into the groove 221 to form a simple sealing structure, and the possibility that mortar is penetrated from the formwork during pouring is reduced.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (10)
1. The utility model provides a system is early torn open to separable beam slab template which characterized in that includes:
the template assembly (2), the template assembly (2) comprises a fixing plate (21) and an early-dismantling plate (22), the fixing plate (21) and the early-dismantling plate (22) are distributed in a staggered manner, and the fixing plate (21) and the early-dismantling plate (22) are detachably connected;
the early-dismantling device comprises a vertical rod (3), wherein the vertical rod (3) is provided with a plurality of vertical rods, and the vertical rods (3) are used for supporting the fixing plate (21) and the early-dismantling plate (22).
2. The separable beam-slab formwork early-dismantling system as claimed in claim 1, wherein a connecting plate (23) abuts below the fixing plate (21), and the connecting plate (23) is detachably connected with the early-dismantling plate (22) adjacent to the fixing plate (21).
3. The early-dismantling system for the beam-slab formwork of claim 1, wherein the vertical rods (3) for supporting the fixing plate (21) are connected to each other by connecting rods (4), the vertical rods (3) for supporting the early-dismantling plate (22) are connected to each other by connecting rods (4), and the vertical rods (3) are detachably connected to the connecting rods (4).
4. The early-dismantling system of a separable beam-slab formwork as claimed in claim 1, wherein said upright (3) is provided with an adjustable top support (31).
5. A detachable beam slab formwork early-dismantling system as claimed in claim 1, wherein said uprights (3) for supporting said fixing plate (21) and said uprights (3) for supporting said early-dismantling plate (22) are marked with different colors.
6. The early-dismantling system of a separable beam-slab formwork as claimed in any one of claims 1 to 5, wherein each of said fixed plates (21) is supported by at least two of said uprights (3), at least two of said uprights (3) supporting the same fixed plate (21) being provided with a support bar (35) in common, such support bar (35) being in abutment with said fixed plate (21); every early board (22) of tearing open is by at least four pole setting (3) support, early board (22) of tearing open all is equipped with two at least pole settings (3) in early board (22) distribution direction's both ends, is located early board (22) of tearing open and is equipped with bracing piece (35) jointly on two at least pole settings (3) in pole setting (3) with the end, this kind bracing piece (35) with early board (22) of tearing open butt.
7. The early-dismantling system of a separable beam-slab formwork according to claim 6, further comprising a stabilizing assembly (5), wherein the stabilizing assembly (5) comprises fixing blocks (51) and early-dismantling blocks (52), at least two fixing blocks (51) are arranged between the fixing plate (21) and the supporting rods (35) supporting the fixing plate (21), and at least two early-dismantling blocks (52) are arranged between the early-dismantling plate (22) and the supporting rods (35) supporting the early-dismantling plate (22).
8. A separable beam and slab formwork early-dismantling system as claimed in claim 7, wherein said early-dismantling block (52) extends below the adjacent said fixing plate (21) and abuts against said fixing plate (21).
9. The early-dismantling system of a separable beam slab formwork as claimed in claim 8, wherein said fixing block (51) abuts against said early-dismantling block (52).
10. The early dismantling system of a separable beam slab formwork according to claim 7, wherein said fixing block (51) is connected to said fixing plate (21).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121888463.8U CN215907406U (en) | 2021-08-12 | 2021-08-12 | Early system of tearing open of separable beam slab template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121888463.8U CN215907406U (en) | 2021-08-12 | 2021-08-12 | Early system of tearing open of separable beam slab template |
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| Publication Number | Publication Date |
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| CN215907406U true CN215907406U (en) | 2022-02-25 |
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| CN202121888463.8U Active CN215907406U (en) | 2021-08-12 | 2021-08-12 | Early system of tearing open of separable beam slab template |
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