CN213391211U - Novel post-cast strip template supporting structure - Google Patents
Novel post-cast strip template supporting structure Download PDFInfo
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- CN213391211U CN213391211U CN202021880138.2U CN202021880138U CN213391211U CN 213391211 U CN213391211 U CN 213391211U CN 202021880138 U CN202021880138 U CN 202021880138U CN 213391211 U CN213391211 U CN 213391211U
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Abstract
The utility model relates to a post-cast strip props up establishes technical field, and discloses a novel post-cast strip template props up establishes structure, including beam slab or wall body, die block board bottom fixedly connected with supports the pole setting, support pole setting side surface fixedly connected with connecting block, wall body bottom fixedly connected with sole, the first curb plate of protection shield bottom fixedly connected with, first curb plate right side fixedly connected with inflation stagnant water board, the inflation stagnant water board right side fixedly connected with wire net on first curb plate right side, protection shield bottom fixedly connected with second curb plate, first curb plate left side is provided with the steel pipe and violently stupefied. This novel post-cast strip template props up establishes the structure, will support pole setting, horizontal pole and down tube through the connecting block and connect, constitute triangle bearing structure, increase support stability, and rotatory threaded rod makes and supports the pole setting fixed between beam slab and die block board, and locking fastener has reached the stable effect of post-cast strip module bearing structure.
Description
Technical Field
The utility model relates to a post-cast strip props up establishes technical field, specifically is a novel post-cast strip template props up establishes structure.
Background
The post-cast strip is a concrete strip reserved at corresponding positions of a foundation slab, a wall and a beam according to design or construction specification requirements for preventing harmful cracks possibly generated by uneven self shrinkage or uneven settlement of a cast-in-place reinforced concrete structure in building construction, the post-cast strip temporarily divides the structure into a plurality of parts, the construction joint concrete is cast after a plurality of times after the internal shrinkage of the member, the structure is connected into an integral zone, when the casting time of the post-cast strip is preferably selected to be low, the concrete doped with trace aluminum powder in the cement or the cement can be cast, the strength grade of the post-cast strip is higher than that of the member, the cracks between new and old concrete are prevented, and a weak part is formed.
Before the post-cast strip is poured, need erect the post-cast strip module, when fixed to the post-cast strip module, because bearing structure is unstable, the module breaks away from when leading to pouring, causes the post-cast strip to pour unqualified problem to and when fixed first curb plate and second curb plate, the loaded down with trivial details problem of installation, we propose a novel post-cast strip template and prop up and establish the structure for solve above-mentioned technical problem.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
The utility model provides a not enough to prior art, the utility model provides a novel post-cast strip template erects structure possesses many horizontal poles on the connecting block, down tube and the advantage that the pole setting combination supported, has solved when fixed to post-cast strip module, because bearing structure is unstable, the module breaks away from when leading to pouring, causes post-cast strip to pour unqualified problem to and when fixed first curb plate and second curb plate, install loaded down with trivial details problem.
(II) technical scheme
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a novel post-cast strip template erects structure, includes beam slab or wall body, its characterized in that: the beam slab side surface is provided with a post-cast strip, the bottom of the post-cast strip is provided with a bottom template, the bottom of the bottom template is fixedly connected with a supporting upright rod, and the side surface of the supporting upright rod is fixedly connected with a connecting block.
The utility model discloses a wall body, including wall body, wall body top fixedly connected with protection shield, wall body bottom fixedly connected with sole, protection shield bottom fixedly connected with first curb plate, first curb plate right side fixedly connected with inflation stagnant water board, the inflation stagnant water board right side fixedly connected with wire net on first curb plate right side, protection shield bottom fixedly connected with second curb plate, it is violently stupefied to be provided with the steel pipe in first curb plate left side.
Preferably, the side surface of the supporting vertical rod is movably connected with a fastener, the inside of the supporting vertical rod is in threaded connection with a threaded rod, and the bottom end of the threaded rod is fixedly connected with an anti-skid block.
Preferably, the inside fixedly connected with horizontal pole of connecting block, the inside fixedly connected with down tube of connecting block.
Preferably, the bottom of the foot plate is fixedly connected with a cushion layer lower drainage plate, and a through hole is formed in the foot plate.
Preferably, the left side of the first side plate is fixedly connected with a plurality of supporting battens, and the supporting battens are distributed on the left side of the first side plate.
Preferably, the steel pipe is provided with a lead screw in the transverse ridge, a hand wheel is fixedly connected to the side surface of the lead screw, and a fixed seat is movably connected to the side surface of the lead screw.
Compared with the prior art, the utility model provides a novel post-cast strip template props up establishes structure possesses following beneficial effect:
1. this novel post-cast strip template props up establishes the structure, will support pole setting, horizontal pole and down tube through the connecting block and connect, constitute triangle bearing structure, increase support stability, and rotatory threaded rod makes and supports the pole setting fixed between beam slab and die block board, and locking fastener has reached the stable effect of post-cast strip module bearing structure.
2. This novel post-cast strip template props up establishes the structure, through rotatory hand wheel, it is rotatory to drive the lead screw, and rotatory lead screw drives fixing base rectilinear movement, fixes first curb plate and second curb plate inside the post-cast strip, has reached the simple effect of installation.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a sectional view of the wall structure of the present invention;
fig. 3 is a perspective view of the structure of the steel tube horizontal arris of the present invention.
Wherein: 1. a beam plate; 2. post-pouring a belt; 3. a wall body; 4. a bottom template; 5. supporting the upright stanchion; 51. a fastener; 52. a threaded rod; 53. anti-skid blocks; 6. connecting blocks; 7. a cross bar; 8. a diagonal bar; 9. a protection plate; 10. a foot plate; 11. a cushion layer lower drainage plate; 12. a first side plate; 13. an expansion water stop plate; 14. steel wire mesh; 15. a second side plate; 16. supporting battens; 17. transversely corrugating a steel pipe; 18. a lead screw; 19. a hand wheel; 20. a fixed seat.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-3, a novel post-cast strip formwork support structure includes a beam slab 1 or a wall 3.
As shown in fig. 1, a post-cast strip 2 is arranged on the side surface of a beam plate 1, a bottom formwork 4 is arranged at the bottom of the post-cast strip 2, a supporting upright rod 5 is fixedly connected to the bottom of the bottom formwork 4, and a connecting block 6 is fixedly connected to the side surface of the supporting upright rod 5.
Through above-mentioned technical scheme, the quantity that supports pole setting 5, horizontal pole 7 and down tube 8 is two, and two support 5 symmetric distributions of pole setting are in 4 bottoms of die block board, support 5 anti-skidding pieces 53 and the 1 side fixed connection of beam slab of pole setting bottom, and connecting block 6 will support pole setting 5, horizontal pole 7 and down tube 8 and couple together, make down tube 8 and support and constitute the triangular structure between pole setting 5 and the horizontal pole 7, increased stability.
As shown in fig. 2, a protection plate 9 is fixedly connected to the top of the wall 3, a foot plate 10 is fixedly connected to the bottom of the wall 3, a first side plate 12 is fixedly connected to the bottom of the protection plate 9, an expansion water stop plate 13 is fixedly connected to the right side of the first side plate 12, a steel wire mesh 14 is fixedly connected to the right side of the expansion water stop plate 13 on the right side of the first side plate 12, a second side plate 15 is fixedly connected to the bottom of the protection plate 9, and a steel pipe transverse rib.
Through above-mentioned technical scheme, protection shield 9 is used for protecting post-cast strip 2, and wire net 14 is used for consolidating the intensity of pouring layer and wall body 3 junction, and the quantity of expansion sealing-up 13 and wire net 14 is two, and the expansion sealing-up 13 right side and the 15 left sides fixed connection of second curb plate on the left side, and the quantity that the stupefied 17 is violently managed to the steel pipe is three, and stupefied 17 array distribution is violently managed in first curb plate 12 left side to three steel pipe, and stupefied 17 is violently played the fixed effect of support to first curb plate 12 and second curb plate 15 to three steel pipe.
Specifically, as shown in fig. 1, a fastener 51 is movably connected to a side surface of the supporting upright 5, a threaded rod 52 is connected to the inside of the supporting upright 5 through a thread, and an anti-slip block 53 is fixedly connected to a bottom end of the threaded rod 52.
Through above-mentioned technical scheme, rotatory threaded rod 52 makes support pole setting 5 fixed between beam slab 1 and die block board 4, and locking fastener 51 makes die block board 4 fixed, and non slipping spur 53 makes support pole setting 5 can not slide on beam slab 1, makes support pole setting 5 fixed more firm.
Specifically, as shown in fig. 1, a cross rod 7 is fixedly connected inside the connecting block 6, and an inclined rod 8 is fixedly connected inside the connecting block 6.
Through above-mentioned technical scheme, connecting block 6 couples together horizontal pole 7, down tube 8 and support pole setting 5, makes down tube 8 and support pole setting 5 and horizontal pole 7 constitute the triangle structure, increases stability, and the quantity of connecting block 6 is four, and 6 per two a set of distributions of four connecting blocks are on a support pole setting 5.
Specifically, as shown in fig. 2, a bottom of the foot plate 10 is fixedly connected with a bottom drainage plate 11 of the cushion layer, and a through hole is formed inside the foot plate 10.
Through the technical scheme, the through holes formed in the foot plate 10 are used for discharging redundant water in the post-cast strip 2, and the water is discharged through the cushion layer lower drainage plate 11 at the bottom of the foot plate 10.
Specifically, as shown in fig. 2, a plurality of supporting battens 16 are fixedly connected to the left side of the first side plate 12, and the supporting battens 16 are distributed on the left side of the first side plate 12.
Through above-mentioned technical scheme, support flitch 16 and the cooperation of the stupefied 17 of steel pipe violently, play the supporting role to first curb plate 12 and second curb plate 15 jointly, support flitch 16 three in quantity, three support flitch 16 left sides and second curb plate 15 right side fixed connection.
Specifically, as shown in fig. 3, a lead screw 18 is connected to the inner thread of the steel tube transverse ridge 17, a hand wheel 19 is fixedly connected to the side surface of the lead screw 18, and a fixing seat 20 is movably connected to the side surface of the lead screw 18.
Through the technical scheme, rotatory hand wheel 19, it is rotatory to drive lead screw 18, rotatory lead screw 18 drives 20 rectilinear movement of fixing base, it is inside 2 to water after with first curb plate 12 and second curb plate 15 are fixed, adopt on the market at present to the stay bolt to fix first curb plate 12 and second curb plate 15 on the wall body 3, but when dismantling the stay bolt, need use tools to dismantle, and the stupefied 17 of steel pipe that here designed is violently stupefied 17, be through rotatory two lead screw 18 side surface fixed connection's hand wheel 19, can realize the horizontal stupefied 17's of steel pipe dismantlement, need not reuse tools.
When using, the user will support pole setting 5, horizontal pole 7 and down tube 8 through connecting block 6 and couple together, constitute triangle bearing structure, rotatory threaded rod 52, locking fastener 51 makes and supports pole setting 5 and fix between beam slab 1 and die block board 4, and rotatory hand wheel 19 drives lead screw 18 rotatory, and rotatory lead screw 18 drives fixing base 20 rectilinear movement to it is fixed with first curb plate 12 and second curb plate 15.
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 (6)
1. The utility model provides a novel post-cast strip template erects structure, includes beam slab (1) or wall body (3), its characterized in that: a post-cast strip (2) is arranged on the side surface of the beam plate (1), a bottom template (4) is arranged at the bottom of the post-cast strip (2), a supporting upright rod (5) is fixedly connected to the bottom of the bottom template (4), and a connecting block (6) is fixedly connected to the side surface of the supporting upright rod (5);
wall body (3) top fixedly connected with protection shield (9), wall body (3) bottom fixedly connected with sole (10), protection shield (9) bottom fixedly connected with first curb plate (12), first curb plate (12) right side fixedly connected with expansion sealing plate (13), expansion sealing plate (13) right side fixedly connected with wire net (14) on first curb plate (12) right side, protection shield (9) bottom fixedly connected with second curb plate (15), first curb plate left side is provided with horizontal stupefied (17) of steel pipe.
2. The novel post-cast strip formwork erecting structure of claim 1, wherein: the side surface of the supporting vertical rod (5) is movably connected with a fastener (51), the inner thread of the supporting vertical rod (5) is connected with a threaded rod (52), and the bottom end of the threaded rod (52) is fixedly connected with an anti-skid block (53).
3. The novel post-cast strip formwork erecting structure of claim 1, wherein: the connecting block is characterized in that a cross rod (7) is fixedly connected inside the connecting block (6), and an inclined rod (8) is fixedly connected inside the connecting block (6).
4. The novel post-cast strip formwork erecting structure of claim 1, wherein: the bottom of the foot plate (10) is fixedly connected with a cushion layer lower drainage plate (11), and a through hole is formed in the foot plate (10).
5. The novel post-cast strip formwork erecting structure of claim 1, wherein: the left side of the first side plate (12) is fixedly connected with a plurality of supporting battens (16), the number of the supporting battens (16) is multiple, and the supporting battens (16) are distributed on the left side of the first side plate (12).
6. The novel post-cast strip formwork erecting structure of claim 1, wherein: the steel pipe is violently stupefied (17) inside threaded connection has lead screw (18), lead screw (18) side surface fixedly connected with hand wheel (19), lead screw (18) side surface swing joint has fixing base (20).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021880138.2U CN213391211U (en) | 2020-09-01 | 2020-09-01 | Novel post-cast strip template supporting structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021880138.2U CN213391211U (en) | 2020-09-01 | 2020-09-01 | Novel post-cast strip template supporting structure |
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| CN213391211U true CN213391211U (en) | 2021-06-08 |
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| CN202021880138.2U Active CN213391211U (en) | 2020-09-01 | 2020-09-01 | Novel post-cast strip template supporting structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114482302A (en) * | 2021-12-08 | 2022-05-13 | 中铁二十局集团第六工程有限公司 | Lateral displacement resistant horizontal supporting structure of post-cast strip of super high-rise underground wall |
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2020
- 2020-09-01 CN CN202021880138.2U patent/CN213391211U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114482302A (en) * | 2021-12-08 | 2022-05-13 | 中铁二十局集团第六工程有限公司 | Lateral displacement resistant horizontal supporting structure of post-cast strip of super high-rise underground wall |
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